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HomeMy WebLinkAbout6623 Silverado Ranch Blvd__ r I ! 1, V11 9 ..rW III ;l ice= ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius RefrigeratorReq'd. Abv. Above F.PI. Fireplace Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Rm. Round A.F.F. Above Finished Floor FX Fixed R/SR/S H Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized Smoke Detector Alternate G.C. General Contractor S.F.ALT. Square B.C. Base Cabinet G.F.I. Ground Fault Interrupter S. 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 S.q. 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 Temp. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry 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 WP Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot 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 12/01/09 13.20 MODIFY "B" ELEVATION 09/07/10 13.21 REVISE SHOWER PAN DIM 04/07/11 13.22 FIELD WALK CHANGES 08/19/11 14.22 VALUE ENGINEERING REVIEW 03/07/12 15.22 BUILDING CODE UPDATE 04/30/15 15.23 BASE PLAN UPDATE 06/01/15 15.24 ADD STONE ELEV—G 08/28/15 15.25 2015 NEW CODE UPDATE LENN/�Ro� MODEL 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 9 ROOF FRAMING PLAN 10 UPPER ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS -'REVAILING ALL WORK SHALL COMPL :-`` s) CODES FL ERIDA BUILDING CODCOD'1 NATIONAL AND THE CITY OF ZEPHYRHtLLS ORDINANCES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The 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. �Ln zo —o co z Q O J n_ CZ (/) Q) cn i--� w 0 w ~ Lv i� o o0 r- U n Q)M w y n ~ 8 C M co doN U a8 C < Im u7 0 v 6 A1 B Do Nceoc w !, T bb -dirt /co `��'! a .0 N .0 O t. ca E N r 4 \ } '• PViol CryC14IL Z�_�. �`•.i..•'• to �, QYacS To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O O Z (V O � N � V) M M Q LL a oCU m`"{ Q � � Z § � W J 0 d' Milli! Z Oin W Z ~ co Z z a U�gvWia0 ZZa U 0 Z Q UX Q _ z F Z W OgOkaw W OC J s� 040300 V�2SWN O "O a O ZLLI LH J O 's �n N Ln j� LU LL �� F V 0 060 � �0WWS z W w&oo�o W JWaB � J `JU) ~Oa I\ oe WOu-Qza a a g DC LLJ >>aWE a 2oOza J Y W z OMV � > O g Z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. C S Cr(17 1p -y34q cy&w -- I 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) 3/4" PLYWOOD DECKING - FLOOR SYSTEM STAIR CALCUTIONS: TOTAL RISE = 10'-8 3/4" (18) RISERS AT 7 1/8" 10" TREADS w/ 1" NOSfNG GRASPABLE RAILING USP M133 CLIP EA. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) STRINGER TO BEAM/ USP MP3 CLI EA. FLOOR SYSTEM TYP. FLOOR STRINGER T BEAM/ SYSTEM FLOOR SYS EM TYP. 2x12 2x8 LANDING STRINGERS 2x8'S AT 12" O.C. AT LANDING UPPER STAIR SECTION 100 lx RISERS (TYP.) 1x8 CAP & \ CASING in 2x4 FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 10 O.C. HIVV S r Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8". 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 V8". Nosings. The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall not be less than '/," but not more than 1Y4". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed YF Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y2"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ''/2" gyp. bd. ROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = V-0" MASTER BATHROOM i TOWEL jl BAR BATHROOM 2 MIRROR / N cM MIRROR TOWEL1- \ BAR i ; T _ I, F o t - to BATHROOM 3 V-4„XV-4„ „L„ SHAPE CMU COLUMN -------------------- --------------- ----- LOCATION _ V_LDOOR I FOR OPTIONAL LANAI SCREENED LANAI D 9'-4" FLAT CLG. A.F.F. oc oo / I oo 10 1 I 274" T-4" a J S6 TYP. @ 2 STORY OPT.�.HB OD I I I BRKF T Y w I 9'-4" FLAT CL . I TILE I II O I I 8068 Alt- LINE OF 2ND FLR. _ D S3 OLO u A N u, d 8'-0"Ad ~ iv T.O. M. 2'-6" A/C PA A/C P NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. 136''x 2.2--ATTIC1 j _ACCESSl FAMILY 9'4" FLAT CLG. CARPET 19'-0" GG I z I I CDf c7 0) 0 FLOOR GIRDER IN r- 6-3"2'-4" 6'-8" I ( I I I I I w0 SERVING COYNTER I I[E] Y Z O _ I jO @ 42" W/ 34 1 2" I I Z KNEEWALL BLOW I I I I IF I `' I I g I II KITCHEN I ' I I I 9'-4" FLAT CLG. ��0� I TILE C1,4 I " L. = T-6" rn @J fn N T-6" (0 REF. = rn 1 0 (2) 2x4 #2 SPF _ _ _ _ _ STUDS W/ (3) 16d I Cl)� 5 SH. TOENAILS @ _ _ - - - HDR _96" BASE - - Q H1 D LI 0" FLAT 2068 BF S4 SC' S3 Q I NO PLIFT H2 S4 i CLG. 3, 6, 3, 0,. 5'-14" 4'-10-4" 5'-10" L. ih = to 4„ - ra `8 �--_-_-_ DINING = ° - - W 5 SH. CARPET co GG ----- 3 S3 9'-4" FLAT LG. 11 BEDROOM 6 D2 TIL 80 ,� ---- S3 9'-4" FLAT CLG. CARPET W/ (3) 2x4 #1 SYP 9 N .'-` STUDS TOP & 8 y,�n BOTTOM TUB/SHOWE _ _ _ _ _J- ° TILE 7'-0" AFF A 7 __ _J q Q N 6068 BF 6 5 5 2 I D2 4 (3) 2x4 #2 SP H2 io iv STUDS w/ (3) 16 i� 3 ih TOENAILS @ BAS R/SH 286E EDGE OF SLAB 2" BEYOND WALL 35 ES4 10'-64' 01 64" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 3 CAR GARAGE ED 8'-0" FLAT CLG. A.F.F. N I fV _ IO O an rr -------------- -� - ----------------~---------- \ Q / S3 I IIr I TYP. @ SINGLE I K I I K I STORY I S4 I I I I I S4 I TYP.@ TYP.@ HB GARAGE GARAGE 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR I W q4- O 1 I I 1 V-4" L 8'-0" 28'-8" 48'-8" 2 W UP ; LIVING ROOM 9'-4" FLAT CLG. I CAF 1PI -10" 3'-6" `° FOYER OPEN TO ABV o D1 ©TILE � 3068 w/ TRANSOM I (2) 25 SH SEE ELEV I I O I o0 I I v I 4'-8" L 1 12'4" 11 30 34 D1 D1 WOOD BEAM SEE DETAIL FOR MORE INFO. TOP OF BEAM 12'-8" VERIFY W/ ELEV. i J S6 TYP. @ 2 STORY 60 rM u7 REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS e(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 O(2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" ,q0 +25.6 / -27.8 W +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 OF +23.0 / -28.9 GO 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 20X26 18X25 S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1/4 X 26 26 X 25 } S.H. 433 27 1/4 X 38 N/A S.H. 434 27 4 X 50 i N/A S.H. J 33 N/A 26 x 371 S.H. 34 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 � 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 � X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 J X 714 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 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-closinq device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. 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 Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence r th r w l' ec o to another dwelling Iln unit and shall 9 be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 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-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1ST FLOOR PLAN A B SCALE: Y4"=V-0" CD V Z co o _ C) Z cO Z Q J a zCz Q) - cn 4_J w Q O w ~ I'r Vi o 0 U o w ~_ NM cccc`oo 2 C N NORM"' $ y, y ht ?" = N O o O LL Co r~4) S ao Q rn Lo O �i Q 6 A ' N-C,B D C N 13 V10 11P OfZC® M*D 1- � Q J LLQ �i ar EcD IL W rW N 1. <<f, 43. ct To the best of the Engineer's knbeeledg� Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 0­1 4_J O r�•-i M O -- zM "aIn Q a. (n C: '1� Q L U_ a• F-... 01- U Q 00 z��� J� W z WZ�0O Ln ui Z aw cc ��zza ° zr or- QUE S�ELU Z 2gui � v a LO = O ` w N ~a50zOO �'sJ CD tli N - U 06 - Q J LU 0 Ly o!z YC) Q Q z o U Z1-2 W z//�� CL Q zda0�zz LU ~ � - J �./ F- ggLL >oa V� WOILZQ < 20: N 0 �azLLo a 0 ,--� O �0.1WW J Y Q¢�� C)M _J u_ Z LL > 0 :5 cn Z J 0- � SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. 1 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 20X26 18 X25} S.H. 13 20X38j 18 X37 S.H. 14 20 X 501 184 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71 j S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 j X 50 j N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S. H. 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 } X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 52 X 37 S. H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 X 62 } S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'4" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS '* WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT'* SEE C/S6 WALL SCHEDULE USP LSTA12 TO TIE - ANGLED CORNER TOGETHER TOP OF WALL REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 O +24.5 / -31.9 O +23.0 / -25.2 O +23.0 / -28.9 © SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11. Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. 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 Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 2x WALL STUD AREA TABULATION 1ST FLOOR 1512 S.F. 2ND FLOOR 1615 S.F. TOTAL 3127 S.F. GARAGE 611 S.F. LANAI 181 S.F. ENTRY 38 S.F. ATTACH SHEATHING PER C/S6 SEE DETAIL ON PLAN RIPPED 2x ON BEVEL NALED TO 2x4 w/ (2) 1/D2 FOR STAPPING 1 @ BASE OF WALL 0d @ 12" O.C. MITERED WALL SECTION_ SCALE: N.T.S. (TYP. @ MITERED CORNERS) 2ND FLOOR PLAN SCALE: Y4'=V-0" TOTAL SQ. FT. 3957 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) UI .- zM 0 Z a J a z 0 (V+7j y--' w � 0 U - w 0 I- 0 ~ U CO 0M W F - E C (6 (M 2- M 0 O O 0 _ LL co = cd U( Y Sao rn O sf Qrn rnQo A 1 B D. N C H D C r CID C'I CIO a- . Q• 9 �C. � a a- o (5 .or-5 O • o n LLJ�o� N=ao \ t4:Nti To the best of the Engineer's knowfedge, 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. 1 O z No 0 n O ��fOO M z Q d cn•�� 0 Ln a C LL ca. ' M IY U L 00 Q ..i Ez fa z WJ 0 °Z W LL O W Z 1z d oz>-z 0 CL Z>-QU�Q 2 w Z "go �-i rF a a = °V o 0�°SW N cl�0. O z 0 C:) M ��W J O 3 N N .--f J ce u.l O Z Q 000 w� LL �OZ�° Z z Q � J wo�0 wao > �°� J $gLUZa� LL O a w W O LL z uj Q D d- O N D< Win �aowa O a CLhe LU a~g Z o M LL LL � O g Z J a C�4 SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. 2 00 00 I T.O.P. I I I- - - T '-- - - -- - - - -. HDR. z 0 J 0 I' I 0 L' 0 I' I U U E2>- 12 35 SH 35 SH F.FL.3.0 -. TOM - T - - HDR. TEXTURED FINISH _-�-F_FL.---L- -------------------------- T.O.P ----------- HDR . 0 r` 35 SH I- z 0 J 0 z 8068 SGD 11 I I I I I I 5.0 F_FL.------------ - - =--SH------- 35 SH------- 25 SH T.O.M. - - - - - - - - - - - - - - - - - - - - - - -- - - - 61. F- L-J IT L---4--- --- --- ---4-- 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR REAR ELEVATION - A SCALE: 1/4" = V-0" 12 TEXTURED FINISH 15.0 T.O.P. - - NNTRY 1/2 RND. �TRNSM. 7�6"BAND PICAL C'2 M SANDED WEEPSCREED r ----- CO 10 25 SH 25 SH ALL TRIM LINES ARE SCORED e FRONT ELEVATION - A I. T.O.P. HDR 0 00 r F.FL. T.O.M. HDR. F.FL. KEYSTONE DETAIL. r z M —oUj z� Q O (D 4) U—) � w ca o 'U — w O C ~ o o 0 ~ U m r-- a) co W — $ Cc M Cl) O o0 0 `° U L x Ln O o u7 0 Q rn 0) 0 A B D® N C B D C T X NO 0 0 Z Kt r•! �•z f? . '•'C'J JY Q ate. w . `'�. o a� I 16, ,1- LL W a ,:.�' art,1�t.tC\,. KD To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O O z n1 O aL M00 >U M Q M Ln a cn•�� vLLUl U 00 Q E z LUJ C) J Oz wLL0 U.JWZ a U81,'io0 OZ}OaV Z > Q U Q i<Zw Z " g La U OUl�SLULU o Pa0Zo O w ce J O 3 T- q rN. x QV r-j F— N z `f' O • � J LL � W 3 I A O O Q' rr�NYV(C�j-' Z 2 -� Z_W Cr-,Q _ zOa1�z W o 0 0 z L �'J/�J W F-~ g W O / _ I u $g>2oa / A V� Z I� O W W O LL Z Q �aQos ^' UW o `n�6za O OJ / T I C\I J< Y W Q Q� Q LL Z . L> UJI. > O g W z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. 3 1 11 1 1 - ___. 1 1 -- ' --1----- ---- --- - ----- -- General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION 12 **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE 5.9� CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS 8' RIDGE VENT MANUFACTURER. FIBERGLASS SHINGLE OR **ELECTRICAL SPECIFICATION NOTES** CONCRETE TILE PER ELECTRICAL CONTRACTOR MUST VERIFY WITH COMMUNITY SPEC (SEE THE SPECIFICATIONS FOR THE TYPE OF FIXTURE STRUCT) TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering T.O.P.—__----__ _ __ _ _ _ __ _ __ _ __ — — —_ __ _ __ _ __ _ _ — _ _ _ __ _ _ _ _ R703.6 Exterior plaster. — — — HDR. Installation of these materials shall be in compliance with ASTM C _ — — — — — — _ _ 926 and ASTM C 1063. R703.6.1 Lath. 12 All Lath and lath attachments shall be of corrosion -resistant 5.0� z z materials. Attached per ASTM C 1063. O 0R703.6.2 Plaster. 0 1 H3 SH o 0 Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not O O less than two coats when applied over masonry, concrete. U U 12 R703.6.3 Water-Resisitive Barriers. �3.0 Water-resisitive barriers shall be installed where cement plaster ____________ _____________________ -T (stucco) is to be applied over wood -based sheathing, shall include 12 a water -resistive vapor -permeable barrier. The individual layers ---- _J P _ _ _T.O.M. _ _ _ :�� — _! `- !__ shall be installed independently such that each layer provides a HEEL _ WEEP SCREED separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The T.O_M_ _ _ barriers shall consist of one of the following. @ GAR. _ _ 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. "v o) R703.8 Flashing. Approved corrosion -resistant flashing shall be applied 50 r` shingle -fashion in a manner to prevent entry of water into the wall TEXTURED FINISH cavity or penetration of water to the building structural framing 1 -8 components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with — — — — frame walls. — — — — — — — — • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections LEFT ELEVATION A • At Built-in gutters. SCALE: 1/4" = 1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1 /150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN ­ (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ, IN. OF NET FREE AREA/ FT. 12 8' R I DG E VENT (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed 5.9 • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA I FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) 4' OFF -RIDGE VENT . O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT T FIBERGLASS SHINGLE OR **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/86.25 = Amount of O'Hagin Vents Needed CONCRETE TILE PER T -- COMMUNITY SPEC (SEE _ T r STRUCT.) — -- - _ _ T.O.P. -- — — — — ------------ HDR - - - -- - - - -- - -- - --- ---- z z O O 7'� 0 0 00 0 F_ 23 SH 0 F, 0 0 U U 5.0112 — 3.0�12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - F_FL.-- i ----------------------------------------- __ _ __ _ __ T.O.M. WEEP SCREED ---------- - -- _HEEL ------------------------------------ ---TOM_ @ GAR. o °) � TEXTURED FINISH TEXTURED FINISH 00 2'-0" F.FL. RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" UI� Zo — o z� Q a. z O cn •fJ — Ln17� w 'm ~ o o Cn r- c6 U m a) co w _ U a f0 cM O 20 L LL 00 Ua) a) CY Q O) 0o-o u7 O, CL Q O A , a Do N+C B D C \ 1111i1t� zN z � tW u;�rn •• •F ��j ss��•. 10 IL0) "— N is �", t��C-� Ill S�k, To the best of the Enginee q)q 0g� 1gqfQ t, n, and belief, the structural plans and spe At�$bh1 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 O O Z N O v r\ t—t 4-' O >Uco00 M z Q 0 N LL a .� oc v a Q � Z LULU C:) f oZ uJ u- S° W mZZ(.,Q' �02:ZQ� Z <U < =�Zw�Z gU 0. O4Q or v~aOLUN Cn OO LU Z Lu �3J CD Ln N Ln W ,- Q • v /LU J � ° Q I <lZ14 Q LNL w 0 O O LL �z ozw°�ooZ UZ�$$ 'WWooZ a0 J I-WaW c�z _uiQ `Za O �w°LLZa �Qos cj�O N a>�o w O J w aQ~LL C:)M > LL z W Oo J g z W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-5172 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. 200A INDOOR PANEL CENTER MAIN O 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING o TERMINATION PER 7I NEC 08,250.94 NEMA 1 200 AMP copper to lights & outlets copper to 20 amp ckts ,2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED 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. ELECTRICAL KEY I W.P. OG.F.I. �3 P4 $R O #P.C. 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 EXHAUST FAN 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 PENDANT AS PER UNDER EYEBALL CENTER ON WINDOW BRKFST / SWITCH FOR DISPOSAL rElFI \ i J LL r d. M Ij&_ to IL-- GFI / qP � _ / KIT 99 GFI�__T__ I 8 I I I I C I I I GF OPTIONAL LIGHTING SCALE: Y4 r=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 1st FLOOR ELECTRICAL PLAN 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS a UI !� Z o 13 — o Z (0 Z Q J a_ 0 nL10n , Q) [n W Q 'U — w O L" ~ o Cl) (n TT ~ o m ` V U w E U a) � Ccom co N 0 U(D .20 OD 00 0 !0 C Y 05ao to O � Q 0) 0) Q O A, B De N-C 6•D C fl— -4 N co N O R rn v ow O^ N o O 60 Z O I-C � O J <L N Q ll. .a W rri - W uLi ZVQa-t Z O-0�rn� O W .2S 040�0 H o mm o) :9 LLZ1 Q a I W i Q N LE N Cl)C J� 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 O O Z c'V 0 Q C:) ►1,0 > M Q (/) M Lln IZ U) •L I- Q L_L� rL F— . M � U CL a �� 3 Z J W � 'Cr 0 z W Zt�iO MZ li 0 Z ZZ 0 Z Y Q U f ? W ~ Z U~= Q �°o� CL �QSwN �} a O ZOO O M �=w O � rl Litt N Lfi J Luoa � V) Z cY. �e w,00� O Q Q 1EFZW, 170 Z ZCY �ZZ W Q O C)F— W � W Z g���QS 2 r*-41 U �wOLLZ¢ os N ==Q� a�u_o O M �— a Q Z .. .. W ? F— OJ Z J g Z W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-5172 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide 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 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. 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 $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE ® EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) DD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH (� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN � J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR `u J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYI BON TERMINATION NEC 08, 250.94 —/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. upper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer i Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. r— — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2nd FLOOR ELECTRICAL PLAN SCALE: Y4'=V-0" zo z Q O / ( ^L ' (✓ c/') W 0 U W C ~ O rO/1 v O O U w tv M Cl) c'M U N p M �O N = tv ID tLLCO C Y n. p Q rn o 'T rn�o A1 B D. NCBOC ti N N f° N gogrn =z 00 Z W M T Z � Z A/ r M N .0 w L.. W W ai �' .y d a Q W V¢ .a o) z a'154)a< �o Z y ;E' rom VaN � W Q_ 0 O 0U 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 O O Z N ow I� O > V) In Z Q L) � Ln 0 Z Q LL U ry �- 0 O Q ZoC 3 Z WJ C:) Ct' OZ wZtio LLJ CO z�a U 00 zQQuQQ _fEwI.- Z "g° R_j 0. U 0�03 U0 OLU N F-a0ZO Z LU �J O rl LP) N Ln LU LU O �tQ se 2 < Qoo8 zOQ U °Z z C, u,: i0Z0LU �1->90 aJQov_zzQ Uj (� �aaog d- N `"_owa Z W O g J Z J a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. 6 -�- _ _- _ L 11 1 I I r 1 r11 _ _ I _ 1 1 1 11 1 1 1 11 1P i_ I I , I I I I -- Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - VENTED SOFFIT 48 SQ. FT. (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. V) (D •' " • IN THERMA T (Shingle 2 IN. F N O'HAG WEA S ER S In a Ro 7 SQ 0 ET FREE AREA/ FT. i1:iT�isi.L'iLi:L ( 9 � ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ! 72 = Amount of O'Hagin Vents Needed (D(0 0 — ZONE-3 • .. • • LOMANCO DECK -AIR (Shingle Roof)- 9 SQ. IN. OF NET FREE AREA / FT. .I ••Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT •' •1 �• Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed :I ATTIC SPACE 00 280 SQ. FT. '.I .. LL i. .�'�. 01 • 00 I'. VENTED SOFFIT 42 SQ. FT. o w w :! ZONE-4 %71 ATTIC SPACE .. .. .1 71 1740 SQ. FT. :1 ��• U) • (•� LL_ LU ,1 �•• w N :1 ��• LjL LL 0 w z LU 1'. I'. • ('. LL (.• d LPL I•' :•1 0 VENTED SOFFIT 26 SQ. FT. .� w I•' z ' ... ::.) w ... ZONE-1 �.�.� �-- ZONE-2 ATTIC SPACE :.. ATTIC SPACE � 269 SQ. FT. U .� PM PM PM PM 45 SQ. FT. �_ •'� LL_'�� F� �" VENTED SOFFIT 15 SO. FT. 0.:. cn �.. •�UJI �. W �.. t:. 1 f' :. VENTED SOFFIT 70 SQ. FT. ROOF PLAN -A SCALE: %4"=V-0" 0!�G ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule RidgeVentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off Ridge Amt Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of See Elev ventilation vented be provided ( ) required soffit ventilation y Ventilation Ventilation needed required soffit b upper needed ventilators Main 0.0 0.0 Floor 269 258 37 129 9 65 0.0 (Zone 1) 0.0 0.0 Main Floor 0.0 0.0 (Zone 2) 45 43 6 22 2 11 0.0 o.o o.o Upper Floor 280 269 38 134 10 67 0.0 0.0 0.0 (Zone 3) 0.0 0.0 Upper Floor 1740 1670 239 835 60 418 0.0 3.0 414.0 (Zone 4) 0.0 414.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND 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. VENTED SOFFIT zo — o Z Q V/ cn Ow ~ � U a CL D M W C N Cl) E M Ly Y � dO u7 O � Q � � Q O N C B D C A ' i" LLt w 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. Z r-4 to r>•r U-WON ) M O M Q � LL � Q ^ � U 0„ +—t Q � � Z � M W J � Oz wl�i0 Wmz �a V1-'�R00 rZyz¢U Z r Q UU f w�z w v �� � � Z N N aOzO C:Ln ) �3J N N J Boa aka Y� ¢zVa w�0o� O Q � � O Z m 0 ru 0 = W O zO.f��zz z CW7w�zOo Cull W � p�-Ju'¢c'g > —3�. LL � Z 8$��pa� W W O w 2¢ r,*, Q QoB dx�z JOw¢ J � Y W O M � ¢Q�� I— o (tLU ) 0 LL Z .. F— Z z � g OTC t,--r J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 SOB NO: 17-5172 SHEET N0. 7 zo — o Z Q V/ cn Ow ~ � U a CL D M W C N Cl) E M Ly Y � dO u7 O � Q � � Q O N C B D C A ' i" LLt w 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. Z r-4 to r>•r U-WON ) M O M Q � LL � Q ^ � U 0„ +—t Q � � Z � M W J � Oz wl�i0 Wmz �a V1-'�R00 rZyz¢U Z r Q UU f w�z w v �� � � Z N N aOzO C:Ln ) �3J N N J Boa aka Y� ¢zVa w�0o� O Q � � O Z m 0 ru 0 = W O zO.f��zz z CW7w�zOo Cull W � p�-Ju'¢c'g > —3�. LL � Z 8$��pa� W W O w 2¢ r,*, Q QoB dx�z JOw¢ J � Y W O M � ¢Q�� I— o (tLU ) 0 LL Z .. F— Z z � g OTC t,--r J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 SOB NO: 17-5172 SHEET N0. 7 - I I I_ I , 1" 1 I M14fi ' I it l j i 1 I I _ 11 W.W.M. PLACED IN 118" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU . Uj Z W CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" '• •r �. • #5 CONT REINF. SEE FND, FOR •' QUANTITY #5 X 25" X 25" ; ": _ CORNER BAR ONE "� ' FOR EA. HORIZ. REBAR, TYP. U.N.O. ' ' TYP. CORNER BAR PLAN DETAIL SCALE:1 1/7=1A" SEE FLOOR PLAN FOR BRG. WALL II JF. SEE PLAN `" ---- (3) #5 REBAR STEP DOWN BRG. 2 STY. SCALE: N.T.S. REF: EXTERIOR REINF. SEE SLAB PLAN . a 5 cli 04 20" (3) #5 REBAR 24" CONT. 2-STORY FTG . 2 SCALE: 1/2" = V-0" 1. I 00 N 0 f_ A 48'-8" 8'-8" V-4" 11'-6" 11'-6" 14'-4" 4'-7" 5'-2" 4'-7" 2-6" x 2'-6" x V-0" L 2'-6" x 2'-6" x V-0" TYP. @ J W/ (3) #5's E.W. S3 W/ (3) #51s E.W. 2 STORY S6 TYP. HB t U.N.O. N-- - - - - - - - - - - - - - - - - - - - - - - • • • • 13- 0 (2) #5 VERTICALS I _ I M PROVIDE 1-1/2" RECESS I I o I0 W/IN FILLED CELL m S3 FOR SGD DOOR. REFER I i` I 7 -0 6 -10 8 -10 3 -0 I TO MASON'S SCOPE I 2 T-0" x T-O" x V-0" 4" STEP FOR WIDTH I I W/ (4) #5's E.W. DOWN C? MIN. r C.J. - r - - - - - - - - - - - - - - - - - - - - - T-0"x3 0"xV-0" q INDICATES FILLED CELL W/30 0 PSI PROVIDE 1-1/2" RECESS M T-0" x T-0" x V-0" FD 2'-6" x 2'-6" x 1'-0" I CO CONC. GROUT FROM FTR. TO EAM FOR SGD DOOR. REFER S3 W/ (4) #5's E.W. fl W/ (3) #5's E. W/ 1#5 REBAR VERT. ABOVE SLAB. TO MASON'S SCOPE I I I IIr�� TYPICAL @ ALL PLACES SHOWN FOR WIDTH HOOKED FTG. DOWELS 17" I I I III (7 II I EMBEDMENT W/ 25' EXT. I I I ILL= -I • ABOVE SLAB "GRADE 40 STEEL" 8'_10" I I I I I 0'-0" ELEV. i i LjL 00 FIN CONC. SLAB I I C J I I I I • I I 3-1/2" MIN. 3000 PSI CONC. SLAB 6'-11" I FOR HERNANDO COUNTY ONLY ICEMAKER LINE: GG o I I GG 3-1/2" MIN. 2500 PSI CONC. SLAB OVER S3 6 MIL VISQUEEN VAPOR BARRIER - - - L----------�—-------- I I --- I F_----------1 _ •----------- 1 7'-0" I I 3'-6" 10'-0" I Fh I i 1 r � I • I I� I I I I I J YYSI S6IIIM in io I r 2 STORY T TYP. @ I I I N S3 Z Cr M 2 STORY I _ I I -� I I GG i. U.N.O. o (n U.N.O. I -��', I I I Ii N _ C.J. 1-STORY FOOTING I I I I 1 I I o I SIM. @ I I • I FOUNDATION G I I L-- — I ss I Ij I I I n4'-4 ONLY 16'-4" T-2" I _ I L- 20'-6" I o r I I 3'-O" x T-0" x V-0" L �J ------ --- ----- -- I W/ (4) #5's E.W. I I • • i • O f I T STEP T-O" x T-O" x V-0" 1 , 1 I I DOWN 4' TOP OF CONCJ PAVER TO BE W/ (4) #5's E.W. I " 1 9 I 3'-8" � MIN. I � 4 BELOWFIN.FLR. I o PROVIDE 1/2" x 9" BUILDER TO PROVIDE RECESS FOR FRT. DOOR APPLIANCE PROTECTION I - - - - - - - - - - - - - - - WHEN REQUIRED PER FBC Im ;;t I TYP. @ SINGLE I I STORY A S3 I (2) #5 VERTICALS W/IN FILLED CELL r I J I I "SEE S-3 FOR S3 HitH RECESS OPT." • 4'-0" x 4'-0" x V-0" W/ (5) #5's E.W. 8'-0" -4n I I -1 C.J. C7 -1 '-0= [ � 4'-0" I 5'-0" 7-0" 3,-0„ N O U) I a L N OL N o S3 YP. 1 z14 o ---- 0 1­- OU) I -�� 2'-6" x 2'-6" x V-0" L W/ (3) #5's E.W. (2) #5 V RTICALS 2'-6" x 2'-6" x I W/IN FILED CELL W/ (3) #51s E. V. J S3 A "SEE S-3 FOR -8" S3 RECESS OPT." - — — — — — — — — — — — — — — — — 00 (V 61 _ '-6" x 2'-6" x V-0" W/ (3) #5's E.W. 2'-O" 1 16-0" 1 V-4" I 6-2" 11'-4" 1 12'-6" 48'-8" 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 10 a co FOUNDATION PLAN AB SCALE: Y4'=1'-0" 000 Z o Z Q J a. z cn/), c� W � W 'U O w — N oCO 0 flu C) Fa`— ~ co L U — U a� c M cM TN O 00 y d) O CO Ua�i _xLo ono O Q M CL Q O A' OD" N C a D C r' > o 0 ci r- g�o z q o* Z u- z Nan �'....cv,c� O- w ♦i Q L IL 0 , 0 y t- ..•\ CA .. W .a Cl) .. �.o� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O r� >�co M Q 0 Ln L U_ Ln r Q .ro CY U a 00 a �� z� WJ � C:) ko oz DOLL0 z wmzz5CL v�2<:L, 0 a U zyz Z}<U�< ��ZW�Z 15 ¢g gL1Jd'J a N .8 o 840 2 O S W N O rn F LL0z u0 LAW J O Ln itV fV Lf) Z J w 0 3 CNcY�OC < w0o02 O Q J u 0u Z w zp,fzZ L Uj L.L. Z wwpZ�O a�gQU6¢ O 2 >- 9' 82 _ �— Wwou_za o :�QS N a 2 LL o O CDT� Q j LU J cL a Q� � o M Z L� LLJ z:5 F_ Z O LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO, 1525 JOB NO: 17-5172 SHEET NO. 8 L I I I I 111171, . pill], ! 111 1.1 II I 1 1 __- 1 1 ely, 'ING wrr TYP @ U.N.O. CORNERS LOW ROOF & FLOOR FRAMING PLAN A SCALE: 4"=1'-0" WALL LOCATION VARIES ROOF SHEATHING - ATTACHED PER NAILING SCHEDULE USP HTA20 STRAPS EACH RAFTERS 9'-4" MASONRY WALL SEE PLAN 1 2x 2nd FLOOR WALL 1 SEE 11/D1 FOR CONNECTION k 2x6 CONT. LEDGER W/ 16d NAILS @ 8" O.C. @ TOP CHORD & (2) 16d TO EACH WEB MEMBER FLOOR I SYSTEM 2x6 #2 SPF P.T. RAFTERS @ 16" O.C. TYP. W/ (2) 16d TOENAILS EACH SIDE TO LEDGER SECTION @ LOW ROOF 2 SCALE: 3/4" - 1'-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER —i 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. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 112" 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 R77A 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 H H ETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-1Od H HTT4 3610 3105 5/8"ANCH. 118 10dxl-1/2 HTT4 2715 518" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)1061-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 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** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 1 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2_ 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS M "X" HTS 20 1 1450 1 114b 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 1 585 1 535 110 - 10d SPT22 685 8-10d �:A SP2 1 1065 1 605 1 12 - 10d SPT24 1030 12 - 10d * 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. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS Irl 1 C INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. z CONT LEDGER FLOOR CONNECTION Fq: (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. 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) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS U — o Z Q J V) U cn w C) . U — 0 U-1 Ln m o o 0 ~ In n- U w �. E ry' 8 0) M C M M cn O a o — U N C 0 ao Y Qrn In O q rnQo A ' B D® N C B D C e�"roi��lt, CO y o.�.,,vp �, rn Zri -� .Q, iL xr •o-w 0 ✓�_ ` E°''d rn• To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z (V O a) N N-+4-0O F%1 Ln M O M a U-) a �•L�t ^ Qrn �U�QOO a E ... (a z W J � d' J O z wU-0 z Va LLI 00 zaQ r�ro 0Q�zax Zz>- Q U Q k0 Zz; �Z a:WJ �. QOts UU0E ��wN z0W 0 C:) M i �kyJ O N N Z N 2 Ln Uuj • J W V) he W O 0 O U00 2 V z OOZW zaJ -°!iz QzODLL LU06 e[ UO 0 W W ou-zQ =) < a��o NJo W� I..L O �M ,-i �/ J'L Y W a Q < x �- O M LL z .. .. a z t-4 J J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. 9 TYP. @ h CORNE TYR U.N.O. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 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 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dx1-1/2 HTT4 2715 5/8" ANCH. /(20) 1 0dx1 -1 /2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-112" HTT5 3225 5/8" ANCH. /(28) 1 0dx1 -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. 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 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-1Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" I FITS 20 1 1450 1 1245 24-1Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 -10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-1Od 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 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C INTERSECTIONS. SPLICING I / 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 A SCALE: Y4"=V-0" (A) OR 2 PLY ,ARRIER (+) t 2 PLY CARRIER x CONT LEDGER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS zco 0 — o (0 z �° z� Q O J w f � Z V) CD Q) cU � w � p 'U — w OE r� ~ o �Ln '— o0 m r- U w E 0 cN) M C m M 'c 04 O`Oo —8 U L_ LL CO ' co N � C Y ao LO O Q0 rnQo A 1 N`"°` .n0 o.,.....� 0.0 q o LU cli o C py N ... I. v ID 4 N 0.._ � c:' 2 - LL W N. , C� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O (3) r\ � O \� L-I M O M Q 0 Liz LL I— C ce U aOC) Q E `. fd Z W J � OZ Uj u- 0 LLJ Z cn CL �0xz00 zrQOVEQ � x L, U a W Ln 3 r.F _ 0 5 W N O M F-a0Z0 LLJ=w �y J CD - 3 Q I� = Litt N Lit) z • � Q J w O (LAir/ tYNYd' O Q ^ LL a Uoza� 0Nm� z fu Z LL ao�Zo Zw L (> J `- O Q Q 0 P O �0LU�o� V A LL f` a. Q Q� O o N V)aX�o O 7--� W ¢ o Yd z CD M a u- LU �-- z z OJ g SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 15n,25 JOB NO: 17-5172 SHEET NO. 10 _uII LP I r I I' 11 111 1 11 I I p. p.: .p.: ALTERNATE POWERS O°J O O O -'�`Tm< STEEL LINTEL o 8F8-18/1T 8F8-0B/1T z TYPE DESIGNATION z #5 REBAR AT TOP #5 REBAR AT TOP 0 z A MIN. (1) REQ'D MIN. 1 REQ'D F -FILLED WITH () Q 1-1/2"CLEAR Q O O O O O O 090 GROUT / U= UNFILLED 4 R = RECESSED CLEAR o 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T �•� 0 © O O O O O REBAR @ BOTTOM > G © O 8F20-1B/1T 8F20-0B/1T OF LINTEL CAVITY = M.u. p I� Z d LUa E V) G =_ . (j" Q C.M.U. O © J a Z Z,8F16- B/1T U Wax - , ° a n T� W '• , Lh Z , GROUT 1 o i 0 •` V m ': ': : ode U tNOMINAL.QUANTITY OF a o �, ` `- LU O O ' #5 REBAR AT 5 REBAR AT ' WIDTH BOTTOM OF a uj a D D O 12f E 8RF6-OB/1 T TOP LINTEL CAVITY z fr z #5 REBAR AT BOTTOM V% N M `,` `,• `,� •,• •,� `,' `,� NOMINAL-¢ = Q Q MIN.(1)REQ'D o BOTTOM REINFORCING 0 HEIGHT PROVIDED IN LINTEL LL C Q F I— m 04 o 7-5/8"ACTUAL (VARIES) E �,• ,,•" •,' �,• ,',• ,,• •0,' 8" NOMINAL WIDTH O LU C n3 cO o.: ;:.; 16 GAUGE POWERS E m v STEEL BOXED LINTEL ,o N -.aria U L LL c°p 00 TRIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) O U N 'o m O' 8F20-1 B-2T fc precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN o "' a grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. Q rn rn: Q o 8F24-1 B/1 T 8F24-0B/1 T Q Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. • • ,' • ,' • ,' Soncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. N c B o O O ' minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. A .°.. O• ° °' 6tebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and O , O O O ' ' • ' '' Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. RUG , 270 low relaxation. 8F32 0B/1 T 8F32 1 B/1 T 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to • ,' • ,' ® Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications94 GENERAL INSTALLATION NOTES c ,� � ' a , 1. Provide full mortar head and bed joints. N - cy Z J. o e 8F40 OB/1T � f O. ° 2. Shore filled lintels as required. W d r,-�; u LU _ 3, Installation of lintel must comply with the architectural and/or structural drawings. �.A. O ° 4 U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate y w N • , ` 8F44 1 B/1 T vertical cell reinforcing and grouting. '.r � a,'� `o �`� � v w,-,w ZZ • ° . 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and rn rn w , t 0 ® longer with a nominal height of 8" meet or exceed U180. 43 N 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. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete LINTEL PLAN NOTES: masonry units. LL UA 119��t C-, 3 S\ 0 f z" r • , ` 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 �p 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION �'`' ID 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ONLY. a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) O II within these drawings comply with the Florida Building loads shoud be checked for combine loading with the following equation: ASSUMED TO BE 16 MINIMUM DEPTH. Code Sth Edition (2014) Residential. Engineers signature 8F28 1 B/1 T 8F28 OB/O '' , Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of o o 8RF30 1 B/1 T Safe vertical load Safe horizontal load � � O - THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal. ' O T O THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH © THE ELEVATION DRAWINGS # 0 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING 8RF40 0B/1T THE PROPER LINTEL HEIGHT. o ® 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z o REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 (V N INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. j � o COORDINATE. O p 4 M J Z< Ln f0 Ln OZ 2: 0 POWER STEEL LINTEL IS AN ADEQUATE < �' u' SUBSTITUTION @ ALL LOCATIONS UNLESS Icy- aCn 00 NOTED OTHERWISE AT OPENING LOCATION z 3i E `I o� wow 8'-0W J " T.O.M. LARGE CONCENTRATED LOAD NEAR SUPPORT(TYP.) 40" BEYOND POINT LINTEL COURSE OAD MI IMUM W/(1) #5 REBAR 4" ww Wuo �oov 5 mz Na J J Z D1 "~ ��� .. oz>-o<o LU �?� tz-aazaz • s�?w~z #3 STIRRUP i-, W S �3�0 @ 8" O,C, HV � PRECAST d' U=OSWN PRECAST LINTEL ~ W W ° LINTEL O O 3 L n O PRECAST LINTEL MIN. N Ll� HIGH SHEAR CONDITION s ° °' .. W SCALE: 1/2" = 1'-0" uj W z Y W �ooU'g Pvm H oo "0 Z 6 �zat;�r z Z Q�ZTOP OF COL10'-4" O- Z�Q (F&GONLY) LU I*WQ5 00 > `-�>ZO� L1 J W�0u_z< L.L =:<0 v- N �ozQ J WLU J cQ�� C) M LU U ZLU Z .. .. Z I — MIN. O MIN. E Z O g O SCALE: AS NOTED LINTELPLAN PLOT DATE : 12/7/2012 TECH: MJAMES SCALE: Ya'"=1'-0" VERSION NO. 1525 JOB NO: 17-5172 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. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 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 V T STEEL. IT ICONTRACTOR'SRESPON IBILITY T VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 0 S EE . S THE S 0 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE A ASTANDING GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY 0R 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. TE 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 R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. 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 (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (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 TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 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 ed. (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 BEARINGPOINTS, BRACING REQUIREMENTS, AND CONNECTIONS 0 QU TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 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 TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A 140 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 LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 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 (3l8" 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS FLOORING AND US 0 E ONS SUCH AS SUB 00 G SHEAR WALL A S SHALL BE AP RATED SHEATHING ING 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 W/ 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'J' BOLTS USED FOR UPLIFT ARE T BE WET SET PRIOR T 0 0 INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE T BE IN ACCORDANCE E 0 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection anAreatment 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. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 - C n ete ove our nd mortar along the foundation perimeter must be removed �iefore exteror sol� treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior 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 by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. 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= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 TYPE: 56 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. to (D �_' Z co - O Z Q J cnn/•i'' 0Q) C w U - w O ~ 0 t/i ~ o 0 mn U w a) M 0) C0 OWN_ C O o0 tLLao CD U 4) C 00 (0ao o Q rn wavy ch < A' N C B D C .�; .OP o a� W o r° Il" Yry M .7 O tn" M ���� •J W •, 49 Lu o a, i o C1 2� `'•t M,. alI- �F� �.aaLL VC To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 cu � I�>•+y)MO M Q � 0 LO in 0 U_ z< oC V a 00 Z E Z I-'- W J� J E OZ ZLLO uj0°¢�X rO>_z¢UO zQQUQQ XZZZ "g6 �_j 5 c} a Ov o 0�0 p C:)��aOLLJ zO O 3 L!i N Ln LLJO3E < tall Y Ce O Q u Lu 0 cn m wdp0�0 cu z J>j 0 Q 4 0 >�pa LLJ WOu-ZQ �aa0 O O T A J L Y E Q. F- C:) M Z .. ? �- Z g za SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. CORNER OF HOME GARAGE SIDE W J Q c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + + + 6-0" + + + + + +++ + + + + + + + + +++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + — 15/32" CDX PLYWOOD OR 7/16" OSB -RIDGE LINE 140 MPH (1,110 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 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ P 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 1-118" 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 FILL CELL w ly- CONT. #5 STD. 90' BAR I HOOK STD. 90' HOOK BOND BEAM U) M CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND 1 SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI •I \ MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH m # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. ) Small 2" min. Filter blocking 1/8" gap o gap 2" max. 4" max. IF - _ Web Stiffener_ Fastener Schedule � - - Joist Bearing _Location Series Depth End_ Intermediate 2-8d -171 8d — BCI5000s® 11-7/8" 2-8d 3-8d Clinch J - 14" 2-8dd -5-M nails f ® 9-1/2" 2-8d 2-8d --3-8d-8d -J when BCI6000s 11-7/8 246 \� possible BCI 6500so 14" 2-8d J 1) Support back of web during nailing to prevent damage to web -flange connection. -5-8d_ _71___ — -16" 2-8d 6-8d 11-7/8" 2-8d 3-8d — BCI 60s8 14" - 2-8d 5-8d — 2) Block solid between joists for full length of span. Tight fit 2-8d 6-8d J 3) 4) Leave 1/8" gap between top of filler blocking and bottom of top flange. Place joists together and nail from each side with 2 rows of 10d nails _16" _ \ 1 7/$'_ 3-16d 3-16d _ 2x4/Plywood/OSB web stiffener 2" min. gCl 90s®" 5-16d5-16d 4" 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or ax 166-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Yg" GAP TOP sides b 6". -Hangers with side nailing. �o y - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. --- - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 10'-0" details in One 10d box TAN K-LESS W/H areas=20 of high or=20 sinker lateral load. nail each side at bearing. 5'-0" STUB -OUT FOR GAS METER 0 — CV H C G 0 0 0 c� 0 1'-0" zo o o ' 0 U O x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 USP HTW20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking for each lapped joist. - Odnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6"A 1Y2"D HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. N.T.S. Joist hanger 5/8"1 THE BOL R TRUSS 'OP PLATE Ice TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. -I I TIT —I I —I —I I nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °. • .. FOUNDATION INFO a. h, gTFM P01 IKInATI(1N \ W 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 / 7 '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 stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _ requirements r 7� 0.6 x Joist �I�e D of,I `depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. ® USP RT16 USING 16-8d A 1/2" NAILS ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE I"11 P1r /rr%-rI % A I TI IPYI I r\ III TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION r PLUMBING LINE Ir -— - - - - - - - - - - - - — — — — — — — — — — ----------------------- z �a CD Q SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 1 ------ d — a. A co G \ .0 /. *rr \ d �Q — — A A A / -r! ` E a SEE FND. PLN. SIZE & REINF. CDU) Z M O _ Z CO Z Q O J a (D w � p — U 0 w o a v7 U r- M W o 40 N CI t0 CO 2 'a rM U_OD Ly ) Q rn QO ,n o v 0. rn Q o A' N -C 9 D C �`t r i- N� �-, .� W U, am c b.,o . *' o' z , N N r1l. 9 pQcv m JLtil I! ',,I' '' 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! O O Z n1 0 V n ` � I/ -I Ln O z M Q "v Lf) IZ in •� d- (A 0 aJ Ln < U_ CL ^ V fu a 00 Q Z WJ 0 d- mi 0 Z wu-0 LU Z U) li wmzz2x U��-n00 z U a z>- z a. aQU� rE w ~ z �a?ce0� 0 $ �U�SWN of CD~ = a 0 z @M � LU O Lr) N Ln LLJ J W�03 � z Q a p0W0� 0 Z z A, ; !a rz i Z 0u•'�z00 Q O Q U W J Xtg a L>u V/ A WOLLZQ =QapS >/; cV N a�LLO c, O C) J O W Q Q a Q W ¢~ o M LL Z .. > O g Z J n. SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. SN 1 I III ' 1' 1 1 I° II I 'IN VI 1, 1 Ill. 9 "1 1 1 1 I 1 111 " am I -- FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Imo_ P') VARIES INS 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & (1) LAYER TYPE II (#30) @ 6 MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH `'' (2) LAYERS TYPE I OR TYPE II ° ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - I — HURRICANE ANCHOR @ EACH z _ TRUSS (SEE UPLIFT SCHED.) W/ g = 4:11 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT (GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 FOR ADDITIONAL SLAB ELEV. VARIES S3 — — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C 12 N.O. 2x S.P,F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS 0 2 OCKING 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING � \---TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %(U.N.O " GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END .1HIGH STRENGTH 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) ((OOR / GYP. TYPE X @ ABOVE) 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 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW USP SPT24 TOP PLATE CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 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/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" x P.T. BOTTOM PLATE ELEV. 0'-0° O.C. OR 5/8"x10'WEDGE ANCHOR O.C. OR 5/8"x10'WEDGE ANCHOR A.F.F. @ 24" O.C.) AFX2x x 6 W1.4 x W1.4 @ 24" O.C.) 2A6 x 6 W1.4 x W1.4 WF OR FIBERMESH WWF OR FIBERMESH 0 (z31/2"MIN. ELEV. 4-3112" z A.F.F. O ° 1/2"(min.)-4" o 00 _ N 31 /2"(min.)- 4" I o • IT (2) #5 CONT. l I I I --r 4„ 1 14,E 8„ U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GONAl E�1 GV� ��E°5� QGs� �G� •�NJ� s 31/2" MIN. 1/2"(min.)- 4" oD D ° (2) #5 CONT. 4„ U.N.O. IN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 8"x8"X16" KNOCK 4 MI EXTERIOR WALL 8" C.M.U. THIRD POINTSx BL @ 2x STUDS @ 16" O/C -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c`7., AYERS W/TOTAL THICKNESS 7!8" OVER GlS3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" �° ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. r3RD CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL FINISH ASSUMED FINISHED D PER MANUF. #3 OR #4 REINFORCING BAR GRAD 1x2 PT WD FURRING @ 24" O.C. GRADE N D . E 0 N. Fy- 40ks1 v ° .D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ° 2� M — °. FINISH GRADE 50 2 25" MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SHOWN p p U.N.O. FOUNDATION PLAN FOR CLARITY D ° _ _ _ _ °O 6 MIL VAPOR BARRIER a ° 0O R 1 7!8„ FOR LOCATIONS) p p D N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER p ° =1 I=III= —III=1 - z ° — T- VS I AP RPI If F= 4"x4" INSPECTION _ _ _ _ NOTE: g =III—III=1 • _ _ I 31/4" BASEBOARD PORT AT EACH I—III=III- (.I FOR BEARING WALL =III- —III=III=III= '- COMP. SOIL. (COMPACTED TO — FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ —I 95% MODIFIED PROCTOR ASTM — — — MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR _ _ _ _ _ —_ I— =III= = = = = =III=III= III= =III=III= D1557)—rrr- MIN PSI MAY VARY PER cn TO CUT BLOCK OR POURIII= -I 1-III—III III=III— =III=III— — = I=III=III= —1' = —III_ l 4" 1'4" MUNICIPALITY. CONCRETESLABW/6X6 W1 4XW1 4 WWF OR n- = CURB DUE TO SLOPE NOTE:EXTEND —III==III III —"'—' � I III—"'— FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH., DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. I c 6x6W1.4xW1.4 ° I I — Ib 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ _ D _ - z_ min. 4" ---" I z BARRIER ; 1 a A. a ' COMP. SOIL. � ° (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14I -j /-O.H.D. RECESS -� 4tI 4" — i�T _ _T C? T i' I I=I I II .�'1. •.. I II SEE A/S3 OR J/S6---- -IL I I ITI I ,,, , I i t FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" 'v GRADE (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS'E, N. M SEE A/S3 OR J/S6 ---- _I L, I I I Ir—I�I I , , I 1 I rLr, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0101. . J CONT. BEAD SEALAI` a INTERIOR -3 1_ /2" j CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Q° n 0 M 6 MIL VAPOR -`I I FIT'_ BARRIER 4" 14111 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 `I ' WWF OR FIBERMESHI c') K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE LU D w U _ I d. 1- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 261 6x6W1.4xW1.4 WWF OR FIBERMESH r ° P D. I I I 1T1111—' O (2) #5 CONT. "=1 I_I, � = II , , ( , ,,(j , , I ON 3" CHAIRS ( TYP8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) — SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN Ti I M AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN °O FOR STRU T C URAL BEAM SIZE & Z(4P.T. CONNECTION INFO PLATE ins• O.S.B. 2x4 #2 SYP P.T. FRAMING w/ _ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w � SCHEDULE Cr � w oW U) FLR SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 1991&1:11.22-W-11i SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS *21111`1. • r• . . SEE A/S3/J/S6 --` 1 *" -' "8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. c' ' C'M °° GRADE w z °=I �111=III=1' z w =—III=1 III=1 == w o w14 Z 00 = -III= • r� • a4 ILL U III=1 =III=11I� III=11I I I =III=III 1 —=- FOOTING w =1 I I=1 I =1 I FE1 11=1 I III I_ c, II=III=III=III=11I II III=III BEYOND PAD REINFORCEMENT "-=1=1—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 z C — O z O z Q J Cl- O C cn 4J ,i, � p 'U - w OE C ~ o o (%� � ~ r- mn U w s 1 i3; � .. _ 8 0M M C @ M N 'O cif 0` aN L LL 00 0 Y U, O4 Q C& A ' B D, .4A. it Ar liSlit ( N CN CN 1yyI�I �o A a �i �a <LL it {;j-u�,Sy��s41 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O a) �I�'O M V) (0 Lr) In O r-, Ln Q U U Q 00 Q ry Z WJ CD d' 0 z z `LR Fz a r0,zQOU zQQ0 I -gzwz z "go�L_Uj aNULO :D3: �=OSWN C:)LU�W 1 aOZOO CD 3 L0 (V N LU J W Q O to Y CC I L< 0 rOz�o[t� L 0 W UZ, z 8v: � a 0 L Z (9 W z 0 aQ-JIQUp•' $h-0�Q2 V� >�oa �WOLLZQ D < d- N a0Wa O Q re)`t J A Y W CL o M Q LL LUJ Z g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT x / 2x8 WALL BEYOND I FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER I SEE PLAN FOR SIZE CONNECTION 2x DEADWOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TY SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ` SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B 41 AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +�+ , + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C 1=_== -- EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a a as a a 4 8" STD. 90'HOOK 8rr LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. �2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T w 00 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d , SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL . ❑ ❑ Ct F I DOOR OPENING DOOR OPENING EXTERIOR — ❑ ❑ WALL ❑ ❑ ❑ ❑FET 4v ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS L(W NOT TRANSFER LOAD. EACH END a WALL ° � d ° ° DOOR STOP w U a a MOLDING r 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE o a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL �J TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 sFFp oOh� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1X2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) 1 (3) (2) 1 (2) 1 (1) USP LSTA30 9' -16' (3) 1 (4) (2) 1 (4) 1 (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/; ** HOLD DOWN CONNECTIONS O,o�00,4 NOT REQUIRED @ BEARING FNi,I,Q WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a as a P.T. ATE SEE TYPICAL WALL SECTION 12 (TYP-) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF . 4&, SPLICE STAGGERED ' 4 t 1 Od @ 8" O/C 6119 ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP USP SPT4 SPT24 C SIP SPT4 Alm 2X TOP PLATE f I OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIPSPT4 I I USP SPT4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING �—(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL LISP USP SPT4 SPT24 SIP SPT4 C 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. NAILED INTO `r TRANSOM L PLYWOOD LYWOOD PLYWOOD FASTENED TO TRUSSES Io E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD USP — SPT22 SIP SPT4 °I I� SPT4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD o SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. 0 to Z <`t o 13 _ Z Z� Q 13 J z Cz Q) C w U — w O ~ 0 o 0 U w � Cl) M C M CO N � M 0ON —8 U aa) o 0 Y Qrn U) O rnQo A ' NYC B D C CO N 77: J V%LU r �'.CL kv q` r To the best of the Engi t,,,�jaowledge, inf , and belief, the structural plans antl,9`cyilFk#tiatic rc�itained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z 0 a� 1~ 4-J O M O M Q V) a cn •,_ d- Q LJ LL a ^ rY v a. 00 a E� z W.WJ 0 Oz wLLo wz m< U H2: N 0 O rZzz¢CJ Z <U7—¢ w z � z g LU lL J 0 U040= O ` LLJ WN O I- Ce LU�w C:)3J ri Ln N N Ln J Lij otNY� �Va5 OW Q z _Op fu zroJ 5Oz J LU"Qz W�~tgr �W�oa V� .11W0WZQ =Qog N L� `� ° o W a MO J W aQgx 0 " zLIJ .M > 0 z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 15n,25 .JOB NO: 17-5172 SHEET NO. S4 I P . L 11-_I IA1 ' 1 II'i 1— 1 -1-- _I _ I __ _ SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER @ 24 O.C.7 7CKNAIL NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR OUTLOOKER FIRST FOUR f24"MAX. @ 24" O.C. ROWS OF 45° t TOP CORD BLOCKING 45°+ 2X4 CONT"L" BRACE TRUSSES @ P RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EDGES OF 2x4 CROSSBRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •• FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD F1/2" GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 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 INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. 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-------- USP HTA20 OR EQ. @ 6-0" 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" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 REFER TO DETAIL J N SEE STRUCTURAL — ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP r SCHEFOR USP HGAM10 W/ (4) CHORD BLOCKING 0 SHEATDHI G DETAIL 1/4"xl-3/4" WEDGE INFORMATION BOLTS & (4) SDS 1/4"z 1 2"x4" CROSS BRACE x 1 1/2 SCREWS WOOD TRUSSES 00 [ APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 . EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- "- TRUSS SPANS 2x4 PANEL BLOCKING • ATTACHED W/ 2 -16d • AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FOR THE FI 48" (4) ROWS OF FIRST OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS 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. 6@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT - UP COLUMNS SEE TYP. WALL SECTION FOR SCALE. 3/4 = 1-0 S5 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS 10dx3" 0/C 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT 9"Yd" MIN SFF M/RS CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL —\ NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT10 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE - 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 21 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END lllrWALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA, AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (} 6-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C DT TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "LI' BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C. TYPICAL Rn GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS If i TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING W/(2)10d 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR WOOD TRUSSES TOE NAILS @ EACH END @ 24" O/C (TYP) USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED BRACING W/(3) 10d x 3" @ W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS BOND BEAM CONNECTION C MASONRY WALL ARCHITECTURAL FINISH 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. CJ'S -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) vv 1. -era .". — i I-- � I , 1 .1 GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 IN LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0 ZM 0 z a (DQ) c� w p •U — Ow �- N o0 U WM w hr+ — U c cc ccn Coll O O ' = a) x N U Cn r- LL ao :3 CD W C Y o0 to O ,0- Q rn rnQ o A 1 B D. N C B D C �t f co ItotOGW � o M. t ♦ o O .0 d . JM ,.� Vi rn,� LL a — W N C?��.. ✓'` V •�• �' ifs tom' To the best of th66W9ger's kc: v1;dge ' tion, and belief, the structura(plaW#0O s�grij�4r�bn contained within these drawings comply w, he 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 N 0� ►> V)MO M a - a cn•Ld' Ln Q U- M cl� V p 00 Q � � z(0 W J � d- 0 Woo Z N wu0d J 0 zaUx ? Z}� Z �gpaw 0�03Cc O v�a0Z0 M ul O Lf� N N LI*) J w OF- <U1"g w11o01 �pz00 -0 z zwU' w zag�zZ w z 0 LU 8>2�a �W OwzQ �a o8 N �xLL0 0 r� JOZa Q� � I.- o re)Q z .. > I— z 0 g z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. S5 !I I __ IIV r I _ ' ! I' I! 1111�ra'2 1I_11 P11 11 II (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR R OF>PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) FOR UNDERLAYMENT INSULATION BAFFLE SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION PER SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL Cl) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE ° 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_I = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 A S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2nd FLOOR W BEAM/GIRDER FEND SHEATHING TO )F BEAM OR GIRDER ATE 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 1-1/2" NAILS TO STUD & 8-1 Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- [�f 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 MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR FOR THE FIRST 8'-0" OF END BASEBOARD 10 TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 d MUNICIPALITY 4"to 6" BELOW GRADE DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d q @ 4" 0/C, 2 ROWS STAGGERED N •' . a q 4 . FINISH GRADE o0 -4 M C0 ,. FLOOR TRUSS SEE FRAMING PLAN _ 6x6 W1.4xW1.4 - — FLOOR TRUSS WWF OR FIBERMESH = I e.. SEE FRAMING WEEP SCREED Ar PLAN INSTALLED PER MANUF. - STD. 90*HOOK 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO W/3"MIN. CLEARANCE END WALL W/ (2)1Odx3" @ EA. BL OCKING TRUSS & MIN. 4 TYP 2-STORY WALL SECTION J END INTO 2"x4" BLOCKING EMBEDMENT IN CONIC. SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON J/ 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS /EEP SCREED (STALLED PER. MANUF. SP HTA20 @ EA. TRUSS !/ 10 -1 Od x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN 0 BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING C/S3 FOR ADDITIONAL SPECS ON FLOOR INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT EMBEDMENT 24" O.C. W/ FOR WALL HGT. > 8'-6" F111"DIA* 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 L.a T— LJ �- I (3) #5 CONT. ON 3" 8" 1'-8" 8° CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE jo BEYOND -- 15/32'OSB--�--— EXPOSURE 1 I I I I SHEATHING I I II II II u II D II PROVIDE II II BLOCKING AS I II REQUIRED PER SECTION X-X IF II — NOT FULL II HEIGHT SHEETC II II II II II II II II G FLOOR SYST M ---- - - r-n--r--�-- 15/32"OSB II I I II II II I EXPOSURE 1 F 16 SHEATHING w III II II II = III I SOLID 2x o III III C III I I I I I I I III II II II I BLOCKING @ ALL J III III II G II I SHEATHING 0 EDGES (SEE III OPENING III II II I SECTION X-X = _ 7 7III — _ III III II II II ILU III G III II x II it �w - III x E III III III III II II II I II II II 1 w 2x STUDS = TI 7- IIII II II IIII III II II II BEYOND. U) IIII I I I I I p I I II I I SEE PLAN 0 IIII I I II IIII II II II I 0 III i I I II IIII II II II I _WI _Il__1J _Ia L__11__11.__l1 _jW 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM j 4 FT. I ---- ---------------------- --------------------------------- I IF I ; ' 4 FT. I ; 5 FTi----4 FT.------------------0------------------- 5 FT .� 4 FT. O2 O O ------------------------------------FT. --------�. I I I 4 ------ ---------------- O O----------\' --- 4 FT. Q 0 4 FT. ROOF NAILING ZONE DIAGRAM S�cF Npb � 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1Old NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 w J a w z z LL M 0� 0 J� J W LL ��00U) Ornm�� Z I- N w00I- v U) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" 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 1/8" %2rS__t_ ""S" = NAIL 3/8" PACING 3/4" I S1/2" 1l2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. YF"nfA"nr= S6 & NAILING SCHED. SECTIONXX 1 S4 BOX HEADER ONLY 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 EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 4 I1IIIIIIIIIIIIII �-- 1.1 III=III-E (3) # 5 REBAR ON 3" CHAIR 4" 1'-81, W/3" MIN. CLEARANCE ALTERNATE FOOTING 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / LM 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 1) (2) (1) (2) (1) USP LSTA30 (2) (3) (2) (2) 1 (1) USP LSTA30 (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 'USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE -1 = 00 — I � o @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 U� z M 0 DID — o z� Q J t1 z Q� v� a) 4-'J W � p •U — W O Lv ~ O c/ i o(10 0 U a) W — C a) Cl) O o0 = a) Now, am) U 15 aa)) Y 05 or - O "t Q a) Q O A' NryC.B D.0 CO N 10 0 1 .. C', —L LL j gW.-axr v o r r a'r E, f W °fs '.aF1 ;.'0 to %�' ° rn � 0 < O F F., ti ,J \ C� To the best of the Engif 4,** I ggq `"ion, and belief, fpd I the structural plans an irtl+ti 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 O Z C-4 1%I Ln M O M a�_0 d N '- Q N LL fl_ -- C(- U 00 Q � E Z W J J OZ W a,O w Z V <�-: Vfn00 wZ= <° <pOl-O>aU U 2: CrQ-wZY g 0 � J C1 O � 0 W O E3 LU " ~0.0z LU C)J ri N N Ln J w O W E— <ZYOC or 0 Q rO�NmZ1-2 ^^ ow W°'o� Z J�q��a8 W a _ a ` W w° u- Z Q as~Q0 1 N �a°Z< OJo!YW <Q� O M v_ W F _ Z g Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. S6 (MONO) I. III 1±2"[+ I Ir If 'I III III' 11'I _ I !. _ THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS Cr1D DIQC AKIM DI IAI IAICr1D11AATInKI 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS STRINGER MUST MF CONTACT WITH LAN 2x4 CUT C.. DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 1�1 ALIGN THIS STUD WITH FACE OF 2ND RISER 3!4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND 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 Bx4 BLOCKING FOR 2x12 _ 2x4 PT UNDER 2x12 C 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING FOR STRAP OF STAIR TO CONC. W! �" X PT NOTCHED INTO STRINGER (USP TRAPMTW1BEHIND 2 t" TAPCONS @ MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS 1x4 GLUED AND STRINGER CONTACT POINTS OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. , CTION VIEW "A" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP & IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTION V SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" 2X4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON' IEW "D" 2x SYP CUT TO FIT BEARS IN WALL _--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN" AND J" GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 s Yp AND NAILED TO FRAMING NAILED TO STRINGER blocking for strap (U 2x4 DRAFT 2x12 MT STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ---\ NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 17L2x8 SYP DRYWALL STOP MUST VNOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING Ax4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SECTION VIEW "E" E SECTION VIEW SCALE: J" = 1'-0" -3/4 PLYA ON DECK --2x8 SYI AND N/ FRAMIN 2x4 DRAF STOP 2X4 BLOCK C SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 'ER 4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 SECTION VIEW SCALE: 1" = 1'-0" TOP OF STRINGER CONN.TO OF NEWEL PER CONT i `-FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. 1 POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" J 1 /rAI M UUINO I MUU I IUIV UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, 0 NAILED TO WALL BELOW JOINT _TO )ISTS) 2X USP (1 ECTION VIEW "H" SCALE: 1" = 1'-0" n Z o — o Z Q a V)1 U_ U-') 4--J w p U — w O I" � 2 ~ E to co �0 ~ mC a� M W E ap, �,-U Nk OCc ttl co co '0 OOa r 4 = y L U- co 0Co Ua Y u7 O V Q CD <0 A' B D® N C B D C '* N_ 2 e4 Co O y o kirt{�I N o ao o ` `CC",) 6ai , < To the best of tfi��gine 1ckRj!l j&;ti ormatiN�T, and belief, the structura 409 d speci 1cati6 ����4 fined within these drawings com,0141y �t���} Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O z N O N n 51 O4 O > C) z 0 M Q � -0 a. V) •C: d' (n q) 0 I-- U- !Z ^ 0� U fl. O Q - z WLU J OZ Woo w z WmZz a S� opOEz<UU lz— Q Q U a Q g Z w E zz S �g� o- W N I- O a z @ W=w ��J O Ln N ri J LU W Lo O Q z m o fu Z OO-.0e W �pooO W US ¢ u>, m�WOu-zQ oc¢WEO QOn O' E u- O M ,-� -jOz¢ W —1 W ¢ Q�� o z t-- Z g z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 15m,25 JOB NO: 17-5172 SHEET NO. S T I I - - I 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ 2 10d @ 6" O.C.. ( ) FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND 12" O.C. FIELD BOTTOM 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16 2X8 (TYP,) BLOCK@ SPACING 11 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH n 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL D. 90° HOOK (TYP.) STD. 90^ 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2X8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) IF FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE „ O.C. & 4 FROM 1 X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER „ 1 X 4 1/2 DRYWALLL LJ141 NOTE: LAP SHEATHING TO T DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS31L;0 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12" O.C. FURRING 2X8 P.T. WITH 3/16"0 X 3" +2„ NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4 SDS 2X8 P.T. LONG TAPCONS 2X8 TO BAND 2x P.T. AS REQ'D STAGGERED @ 16" O.C. JOIST & (4) 3/R16Vix/1 3N4""WEDGE 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL NOTCH WEB AT THE FIRST BOLTS INTO K.O. BLOCK +5^ 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDCELLPER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'- 0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2a' BLOCK HEADER ARCH BLKG. &BUCK TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d1NAILS x 1j" NAILS AND 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUTOUT IN O.S.B. ON THE WEDGE) BOLTS [ (1) STRAP = 1225 # , e. 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION (2) STRAPS 24 BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRucTIONs. , SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN b CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 a RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2'WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X O NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" TO TRUSS TOP CHORD TO TRUSS SCALE: N.T.S. SS O.C. 12 + ` + �/VOTfy PLYWOOD SHEATHING _ Orr 51- Orr L 11 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS e WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED '� o EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT e . /4" MAX 2-0' 8' TRUSS + SOFFIT + . • e #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + p D. 6 e . ° 9 H CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . ®s > • . e 'd IN TOP CD 1 X 4 FURRING EACH TRUSS > a . ' KNOCKOUT / N — - ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONNECTOR s� - ° PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2x (3) p MONO FOOTING . • > e .o ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 1 d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY --/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL e °. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT 6 Z TO BE INSTALLED JDIRT 140 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL e•'. ° STANDARD b SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION n 90' #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4YZ" WOOD FOR OVER HANG FILLED CELL ,. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4MAX RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") L' . J It ' ' ,� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL . WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" . L INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ,, ,• "•, s• • ,,, s• , •,' ,• ,,, ,• Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION ENTRY a@ L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL, SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. TOP WITH MIN. 3" OCCURS THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 5" EMBEDMENT & 3" MIN. O U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER -0 F.F. EDGE DISTANCE a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t, ; t, U a A REINFORCING AS FOLLOWS: ` PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT I —I I I=I I I —I IJ—ITI=1 11— ° 1=11-_IT_I=ITI=_T7=' a 1 p°. _ _II = J v #5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o I I —I I I-1 EXISTING FOOTING 2-#5X6' IN CONIC, " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —I I �� i I I W TIT I < =p FILLED CELL SMOOTH. DO NO FURROW. e o° —III—III N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE P. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p g °. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° REMAIN FREE OF MORTAR. NOTE: co H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL X,\ ' (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.00, COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE (**�D�FSECTIONAT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. UI `O zM 0 ID a] z (.0 z� Q ; � 4--J w �_ C)• U — w O m ~ E 0) to o 0 U W CD M C 07 co f0 'O co —_8 Ooo ai U LLL 00 _ ni W05 C Y a o u7 O ' am CL Qo A1 N C d D C ^, ( CD U, *1 iy r• Z 10z f, N'_4+ LU 9;, , gla CD .r- : W...�'"W To the best of the Engineer's know4, WdNation, 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 O Z 0r� > C:) z r C:) Q�-�p� NUS a Fa- U Q 00 Q � E Z W d- f �xZ W Q m Z F C a z C. U H R, 0 O OO}OVa Z> Q U i Q i�zzZ "gB CR_3 U 0403W0 C:)I.-CL U=OSWN M LLJ�W J LPG N tV T! J LU W Q� ° 0 Z U LLJ 11 0oZMO -� z \ W Zafo�Z W rS L W Z O O U Q U : u E gH LL$>98 �1 V Uj W 0 u_ Z Q Q W f O � a 0 �- N Q 0 LL NJO¢ O C:)-� Z JLLYW Q z o MLU a LL > O g Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. SS VYI CROSS BRACING DETAIL (TYP.)r,ImmI— vv­ 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/ MIN. (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. TRUSSi 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 20'-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. �-L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ab VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP H' 20 W/ (14) - 10d X 1 1/2" EACH TB I 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP, DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS ES (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. W/ (4) 10d 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 SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT V-17 EXTERIOR SHEATHING ti ATTACHED PER 2X4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" - -r -�- — O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: 3/4" = 1'-0" J HIP G.T 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 4 " O.C. MAX LSTA30 EACH SIDE TRUSSES @ 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 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" USP SPT24 TOP AND s FOR WALL BETWEEN BOT. W/ 12 10d NAILS Di ROOF SYSTEM @ EACH STUD MIN. (2) 2x4 SPF TOP PLATE MIN. 2 x 4 SPF USP LSTA30 W/ (11) @ 16" O.C. 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 (2) USP LSTA30 W/ IL : (11) 10d TO PLATE & :. _J ; OFILS HE DER (REQ'D IF (11)10d TO COLUMN 'A (2) 2x8 #2 SYP HEADER OPENING LARGER THAN TOP OF W/ 7/16" O.S.B. FLITCH PLATE 4'-0") 4x4 MIN. OR BUILT-UP TRANSOM COLUMN EA. 2X4 NAILED SEE PLAN W/10d @ 8" O.C. TRANSOM OPENING (2) USP MSTAM36 STRAPS ARCHED OR FLAT CENTERED W/ (13) 10d NAILS AND (8) 1/4 x 2 1/4 TOP OF IF REQ'D TAPCONS. WALL SEE IF REQ'D (2) 2x4 SPF PLAN 2 x 4 SPF @ SILL PLATI -�aMP34 P.T. SILL PLATE 6" O.C. DOUBLE 2X4 W/ USP 17�,I @ TOP & BOTTOM IF REQ'D USP SPT22 W/ USP MP34 W/ (12) 8dx1 1/2 (10) 10d NAILS @ BOT NAILS AS REQ'D AND SIMPSON SP2 W/ (REQ'D IF OPENING 12-10d NAILS @SILL -- LARGER THAN 4'-0") OPTIONAL FRAMING TO BE MIN. 2x4 P.T. W/'/"XT' MIN. 2X4 SPF UNLESS TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE MASONRY OR 10d NAILS ELEV. FOR TRANSOM @ 6" O.C. IN WOOD. LOCATION MIN. 2X4 #2 SYP BASE PLATE RECESS LINTEL ABOVE W/ 4" ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN O.C. & 3" FROM EACH END -- - -� DOOR OPENING -- (2) 2x BUCK ATTACHED PER PLAN --- - - --- LINTELS AT ENTRY DOOR w/TRANSOM (2) 2x4 SPF (2) USP LSTA30 W/ (11)10d TOP PLATE TO TOP PLATE & (11) 10d TO STUD GIRDER OR BEAM SEE FL. PLAN FOR GIRDER SPEC. • BUILT-UP COLUMN WITH 4x4 OR (2)2x4 OVER /UNDER GIRDER. (4) 16d EA. SIDE NAIL W/10d @ 8" O.C. OF THE BEAM T 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 FRAME WALL BASE PLATE GIRDER/BEAM CONN. �34 ALLOWABLE UPLIFT 2510# SCALE: 1/2" = V-0" SEE PLAN FOR ROOF CONFIGURATION-\ IM. �OOF TRUSS -j 2X4 P.T. CONT W/ 12d NAILS @ 8" O.C. TO 2X4 PLATES. MUOUTBUILD -CMU WALL SECTION B-B PLYWOOD SHEATHINGS r--► —2X4 P.T. CONT @ ATTACHED PER NAILING B 16" O.C. W/ 1/4" SCHEDULE TAPCONS @ 16" O.C. PLAN VIEW OF 4" BUILD OUT 32 SCALE: 1/2" = V-0" SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE 2x4 #2 SPF KNEEWALL W/ STUDS @ 16" O.C. W/ I STRUCTURAL SHEATHING i (2) 2x8 #2 SYP W/ 3/16" ON BOTH SIDE FROM TOP i O.S.B. FLITCH PLATE OF WALL TO BOTTOM OF I SEE PLAN FOR BEAM BEAM, ATTACHED PER I BRG. INFO. NAILING SCHEDULE, BUILDER FRAME li I RADIUS AS REQUIRED II I 11--L I 2x BUILD -OUT BEYOND �I NEEWALL @ ENTRY FRONT WALL 44 SCALE: 3/4" = V-0" USP LSTA30 W/11-10d TO E & TO COLUMF MSTAM36 W/ (13) - & (5) 1/4" X 2 1/4" TI- SCREWS EACH SID EXTERIOR CORNEF #2 SYP BEAM " O.S.B. PLATE JP COLUMN MIN. NDER EA. END OF MIN. (2)-10d @ 8" kCH PLY T. PLATE 4SE FILLED JCRETE SEE 'OR SIZE KNEEWALL @ ENTRY FRONT WALL (Corner shown. Interior Column similar) SCALE: 3/4" = V-0" SIM. ROOFTRUSS SEE TRUSS PLAN FOR TRUSS DOUBLE 2 x4 TOP CONNECTION PLATE AT BUILD OUT 2ND FLOOR WOOD WALL PLYWOOD SHEATHING SEE PLAN FOR STUD ATTACHED PER NAILING SIZE AND SPACING 4' SCHEDULE SECTION B-B 4" BUILD OUT 2X4 CONT W/ 12d NAILS @ 8" O.C. TO 2X4 PLATES. B F2ND FLOOR WOOD WALL SEE PLAN FOR STUD SIZE AND SPACING PLYWOOD SHEATHING B 2x4 CONT @ 16" O.C. ATTACHED PER NAILING W/ 1/4" x 3 1/2" LAG SCHEDULE SCREWS @ 16" O.C. PLAN VIEW OF 4" BUILD OUT SCALE: 33 U' zo — o z Q J z Cz CO Q) C 4--J LU o w OCLI ~ 0 o0 �Vi U CO r­ � rNi LU '`. F—8 s0_ 4i M C M co OoN o _�� .ta U :5 00 N 0 � Y < 0 ao � O � rnQ o A, B D. N .0 B ➢ C _o .w N � Zy M G� ; Of i C n'• J LL ii � ' -. W CL1 7a N c� CCU. 10hC%ES To the best of the Engineer's o� i,h, and belief, the structural plans and specific'atidrts'co= tained 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. 0 Z j 0 av r� I>iO M Q -M Ln a v,•�v- &- a ce U a00 a E 3 Z W J oz Uzi "-� ��xzrS00 z> a z} U2: r��z ZZ �:5 o �F O UT� ,LIN 1-aOZO LU LU ��J O Ln N N Ln J J Boa n/ a zo O O z a z W o z8p,E�rzz �w-° zO N W ~��wa5 OZ5 oa I� to �w0u-zQ >>��S d- N Z o Ln z NaOza O 0 O J 6 z W QQ� F- 6 M ur w U � Z g Z � a U) SCALE: AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. D1 I I (_ _ E_ (L- I (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" OF HEADER/STUDS W/ MASONRY WALL CONNECTION. (22) 10d NAILS @ 24" O.C. EXT. SHEATHING Q BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO 7T SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2 ) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE f 0 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS FLOOR + ADHESIVE TO 2 2x SPF TOP PLATE ( ) (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I B 2x4 CONTACT 8" O.C.ACH SIDE END OF SILL. MAX. EXTERIOR HEADERS • '° SURFACE q 2x4 #2 BLOCKING O U.N.O. ON PLAN OPENING WIDTH 4 FEET. '` (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT SILL PLATE WGM 3 CLIPS EACH SIDE EXCEEDING 6 FEET. • • • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON () @ A MP3 CLIP IS TO BE MIN 3 2x #2 SPF STUDS END • • • • CORRECT BLOCKING w/ (3) 12d EA. END ;:: INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D -------------------------------� °� ' G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK " JAMB INFO 1/2"GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8 RIM BOARD END OF OPENING AS ABOO VEE PLATE TO STUDS NAILS & (5) Y4' x 2 Y4" TAPCONS • ' ; ' SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '°' '' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAPS) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W! (8) 10d NAILS �= TIE BEAM @ 8"o.c• FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. � USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4' x 2 Y4' TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE II � JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) Y4'x2Y4' TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d 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 - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING S ECT I O N CORNER CAN NOT BE INSTALLED MASONRY WALL E EACH SIDE ON IS INSTALLED). EITHER USP OR SIMPSON STRAPSARORSIMP FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOORK3N�HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR A USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD �� USP SPT4 W/ 6 O -10d X 1 1/2 TO STUD & TO TOP PLATE @ __ ) NOTCHED HEADER LOCATION SEE (2) 2x8 OR ( 2 2x6 TOP REQ'D TYP @ 24" O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED - • INFO BELOW ON CONNECTION OF PLATE SEE PLAN CRIPPLES IF LONGER THAN 8" TALL. T P. L p, 2 - 2 x 4 SPF C O USP RS150 W/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ 11 10d (1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-10d X 1 1/2" @ 24" O.C. SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) - 2X SPF TOP PLATE w/ (2) SEE PLAN FOR SIZE NAILS TO STUDS BELOW. - _ _ - _ _ 2 x 4 #2 SPF STUDS C �� AT 16 O.C. U.N.O. P SPT22 W/ 6 -10d TO STUD & D us () O W! (22) 10d NAILS (2) 2x HEADER SEE PLAN NAILING AREA (TYP.) ) 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR P R HE O LAN FOR HEADER G (2) 2x HEADER _ 4 10d TO PLATE O SEE PLAN FOR COL SIZE i i �(2) I I I CONNECTION SEE PLAN rl OE 5/8 A.B. @ 24 O.C. AND 6 FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR INTERIOR HEADER� 1 2x SILL PLATE W/ 2 12dTOENAILS. () () USP MSTA36 STRAPS CENTERED �L- SEE STANDARD HEADER w/ (22) 1 d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR PAST STEP. 2 x SPF EMBEDMENTS S 1 2x SILL PLATE W/ 2 12d TOENAILS. SYSTEM R FLOOR SYS 0 ITHER THER USP R N TRAP O SIMPSON STRAPS ( (E 12d NAILS AT 6 „ MORE INFORMATION � BASE PLATE T4 H STUD F SP SPT4 EACH S U O CRIPPLES 1 2x 6 O C OPENING LARGER THAN G RG N 4 ft 2 2x O SILL PLATE W/MP3 CLIPS EACH SIDE _ 2 STY. FRAMING ARE ADE QUATE) EQUATE ) O.C..C. TYP T O &B USP SPT6 OR C B H B C PRE-ENGINEERED @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. \ �� 2 x #2 / SPT8 @ 24 o.c. � � EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER S SYP U.N.O. / I SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) \ \ AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET A MP3 CLIP IS TO BE SEE PLAN FOR S 2 x CONT. T & B —— INTERIOR HEADER O PACK W/ 10d NAILS @ 8 O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PLYWOOD ATTACHED PER TYPICAL BLOCK L TY WALL ' �' NAILING SCHEDULE - - - - P HTT4 - - -- US 5 BASE W/ 5/" AT 16 O.C. U.N.O. 2 2x HEADER G ( OPENING LARGER THAN 4 ft 2 2x SILL OOR TRUSS I- I T EE PLAN 18 16d NAILS & ( ) a NC OR BOLT W/ ANCHOR BOX HEADER SEE PLAN E F I TYp F F L PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ 8 10d NAILS O TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE — 2 LSTA12 WRAPPED UP ( ) D BASE PLATE ARE NOT REQ'D TO HAVE & 5 1/4 TAPCONS. O CONTRACTOR MAY USE PROVIDE BLOCKING f AND OVER TOP PLATE ______ �0 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) y4'x2114' BELOW JAMBS : ; \ o_ SPT22 &SPT24 OR SPT4) ) - - — CONNECTORS @ TOP' PROVIDE 2 CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS SEE FOUNDATION PLAN ( ) TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. a@ 2nd FLOOR STUDS BELOW HTw20 @ BASE TO HEADER 5 LOWER ROOF. s 2 STORY COL. L . S GIRDER R D E R (IF CRIPPLES ARE LESS THAN „ _ SCALE. 1/2 - 1 -0 SYSTEM „ _ „ SCALE: 1/2 - 1 -0 % 8" LONG NO STRAPS ARE SCALE: 1/2" = 1'-0' REQ'D) l 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 CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. FOLLOWED IF DOWN SET OR DETAIL TO BE BOX HEADER IS USED 2 USP LSTA30 STRAPS () USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. • TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24 O.C. INTERIOR HEADER 2 WS 10d @ - - �, (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3„ O! _ - (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS F �-�� 2x STUDS @ 16" O.C. 2x CRIPPLES @ 16" O.C.REQ'D' INTERIOR HEADER Q/S4 FOR JAMB 1) 2x SILL PLATE W/ 2 12d TOENAILS. ( () . �8T TOP SPLICE tilj� Op W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING (2) SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON ' SCALE: N.T.S. A MP3 CLIP IS TO BEEACH INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP ' IP 2x CRIPPLE AT EACH USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH Ile END OPENING W/(22) 10d NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON '. • W/ (2) 10d NAILS NAILED TO STUD � W/ 10d NAILS @ 8"PACK o.c. TL FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND DOUBLE CONTRACTOR MAY USE AGAINST 2x8 2x8 TOP ' FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y4'x2Y4' BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS @3"O.C. HEADER CONN. 2nd FLOOR ADEQUATE HEADER CONN. 2nd AT LE SENGTHSMG.T PI AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" U Z M — o Z C, Z Q O J a L/) CD (D(u LU w Q U — w O ~ 0 o0 �V) U 04 W �; �� a) C m M joM- OoN O LL 00 0 Cc Y 0.0 Qrn rnQo A' B D. N C B D C ,* /T1 I � N co NX J �� � M W .L LL W 20 E a' &` < LL UEz HE FLO v. .•• .`a �?OFESS\ \\� To the best of the Engineers 6*vvTAt ion, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z Ovr-, >(nM0 M QU)ML0 a V) Q U_ cl� V C 00 Q Z W J 0 z Wu_o WZ�`na oEoo Q zr¢v°XQ �f4W~�z 0Z0GcW K J CC aN��°vo N C:) W �aOzO MLLJ LLJ O 3 N (V Ln W J *k J w�°j e'\ Q woo�� ~ zmo �u01" -0 z'Q Z ^^ W ° wLU ap°Zzi ° ���LUa6 J ,,^^ V /Lu CC��,y,,,��Ou_ZQ Q Q <a>-N Z oa OC O o l0 W0 °LL1 < CLx I— C:) M_ u_ LU L Z LV g z O W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 15m25 JOB NO: 17-5172 SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER RESISITIVE SLOPE 0.3 in : 12.0 in R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. 9 PP 9 9 P Y BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ( 0.6 cm: 30.5 cm) R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 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 (ASSEMBLED WINDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR 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 2 CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.1 WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE Exception: Omission of the water -resistive barrier is permitted in the following situations: 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH 1. In detached accessory buildings. 1 UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. HEAD FLASHING TIE-IN INSTRUXTIONS: R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or 1. Cut, fold up & temporarily secure weather resistive RIM JOIST penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant fleshings shall be installed at all of the following locations: THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 3. Fold resistive barrier back head BE USED. weather over flashing and seal with tape 2 2 O following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW N SELF -ADHERED FLASHING / SELF -ADHERED FLASHING ' 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1.4 In accordance with the flashing method of a registered design professional. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. P Y �► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built -In gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL , O SCORED RELEASE PAPER R703.6.2.1 Wee Screeds P COMPATIBILITY A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �o (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING O PRODUCTS DETAILS V 2 2 SELF -ADHERED FLASHING 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1W" 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 Detail Instructions Refer to the number marked as #Oin each detail that corres to the items in the list BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 ponds numbered of instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , SELF -ADHERED FLASHING I LTD 1 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 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) - �Ground� 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 SHEATHING piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier g Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco ° ° a 7/8" Cement Plaster DOUBLE a ° in accordance with ° ° ASTMC926 JOIST o a a a ° 7/8" Cement Plaster SINGLE WOOD BEAM 1 Foundation Wall , ° Felt backed metal in accordance with JOIST BELOW SELF -ADHERED FLASHING ° lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 a a a a a with ASTMC1063 ° Felt backed metal 2 ° ° k. Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063, FLASHING FLASHING Q 5 �',' 7/16" O.S.B. ' Building Paper �', sheathing i , 7/16" O.S.B. Metal ' ' sheathing SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING FOUNDATION WEEP SCREED Flashing ' DECK JOIST OUTSIDE CORNER Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster in accordance Decorative Finish with ASTMC926 o,o•0 All inside and oeQ,�.o over wood 2nd ,o , o outside corner will floor ••�•°•o,o,o need to be miter cut and caulked all '•°•o,®o,®,o•: butt joints need to becaulked using �•°•0 8 .� Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED , NOT USED NOT USED SCALE: NOT TO SCALE Z r`) - o Q J t2 IC� Z nt,n.� i � c�D w •Q u - m OLU C LA ZD o o m no U LU E Iv M C (am 0 O ..., 2 (Li a) yLLco m ce U (I)� C a o Y Q to0. O V 0. Q O A' B D. NCRDC ti N N N .w Cc,Z,rn V y N p = o m Z M I\ Z F 2 T Z cc:O � O O O LL Z J LL lL N W ago LLl ° a QW VQac� z Z vU� O ioCC 20 CV O OO m m A Z LLC a J W a M= N Cr Q ❑ ❑ 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 0 Z N O�l� i> J) ro QU-) fuU') Z oC U Q Z E .0 W Z J � d- oZ O W LL W Z V) d mZ vl- R 0 OZ}ZaU zQQUUQQ Z L Z Oa�3oo UI-aOZO M ��LLI 0 3 U) Lr) (V J � Q F- < a WZUZ�tnWgOQZ Q POz_rai0 LL � 0Z Q) O wZ0 c7w _J uU la- a')aUP O�WoILZQ <aaog 0 X LL Z Z W a auJ 0LU 0. Q~� z o M LL > O 15Z1­4 J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. LISP Stock No. A3 Florida Statewide Product Approval No FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock • A23 Florida Statewide Product FL10446.2 Evaluation Report ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT208 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS208 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446A6 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 171-10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MT W16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 j H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 HS FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-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 FL15225.5 +67.01-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermsTru Fiber Classic / Smooth Star FL15000.1 +55.01-55.0 psf B. SLIDING General Aluminum Company 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 W6 (8X7) FL15279.85 +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 FL11537-1 NIA (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +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 1550/1570 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 1445, 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 Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Undertayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Undedayments FL21675.1 N/A POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5 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 RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 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 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 NIA Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 NIA Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 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 Q� > U 3 L C) O Q � 0 C= .� co U C Ca -co 0 C 0 o Qi O Cca U_ O . En 'a L O Q !E� .� .� ``�^^ vJ a_ Q a Z Z W J E .�I W z Cn ICU O C 0 CL Q � U O W U ICU m O L. W a z � z a J d SHEET NO. PA 1.0 , I _L_ I l 11 ■z l"I "e, 1! bill ! _L - .1 _ _L I W O tl_ � CL O N l- O C Ca -0 Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 ^, - .1-0 W ^1 Building Codes and Standards 1/92017 Building Codes and Standards 1/92 U .«.-� Wo17 =3 C% - Florida Department of Business & Professional Regulation Page 1 of 2 -0 U -0 Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/92017 O O -j Product Approval Application Detail C L-L- ice. C O FL#15225-R3 FL#15000-R2 O LL ? Code Entity or Date Date Date Pending Date a Tvpe Versio Manufacturer Entity or Con Engineer & License Date Pending �tg FL#15332-R3 Products � e"� ate- � CU Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Validated By Validated Submitted FBC Approval Approved Status O Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design • 2 0 Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Subcategory: Swinging Exterior Assemblies rlokw@rwbldgconsultanis. Subcategory: Swinging Exterior Door Assemblies Compliance Method: from rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED O 12/31/2017 No Yes No N/A t� c Q Compliance Method: Certification Mark or Listing n Ma com Evaluation Report a com XO, XX u - L 4O Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 44200 ALUMINUM SGD REINFORCED XXX 12131/2017 No Yes No N/A '�-I./- Q FL#15225-R3 Products Professional Engineer 143&quot;x96&quota •� V) Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/3l/2017 No Yes No NIA Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 4301440 ALUMINUM SGD 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 12/3l/2017 No Yes No N/A 5 e. &quot;Smxwth-Star&quot; and &quot;Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quot;x80&quot; NON -REINFORCED Therma-Tru&quot; and without Sidelites. Inswing and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A 1 a. & uot,Fiber-Classic& not or & uo Smooth -Star& uct, q q q t q 6&#39;8 & uot;Non-Im act& uot; Opaque Fiber lass 12/31/2018 q P qg Yes Yes No N/A XXX 143&quotx96&quot Series&quot; and &quot;Benchmark by Therma-Tru&quot; Transoms. With and wtthout Sidelites. Inswing and Door with &am without Sidelite s Outswing p; O- (XOX with Transoms Outswing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 FL#15279-R4 Building Codes and Standards 1/10/2017 Product Approval Application Detail 920 Entity a Date pig Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-R6 Code Entity or g�ijg 2M Date Pending J�jg Category: Exterior Doors (513) 770-6062Inc. (513) 519-6566 Code Entity or gig g Date Pending I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com 1 jyjlg Verso Manufacturer Contact o tact Engineer &License Validated By Valid e Validated 1 d FBC Approval Submitted a Approved Status Revision 2014 MI Windows and Doors Brent Sitfin er Luis Roberto Lomas Steven M. Urich, PE g 06/30/2015 06/25/2015 07/06/2015 015/19/2015 Approved pp Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel ILL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27/2015 Approved Category: Windows SubCategory: Single Hung (717) 365-3300 PE-62514 (717) 317-8454 bsidinger@miwd.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact act Design SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com Florida Registered Architect or a Licensed Florida Professional Engineer S- 0 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21=151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (rain. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSFI-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Sao # Product Model. Number or Name Product Description Contract Expiration DIn ate HVHZ Outside HVHZ Resistant Pressure S- # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of 12131/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" 05/21/2028 No Yes No +30 PSFI-30 2 M, CM, and G Series Frames hollow metal doors. Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 5 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No No Yes Yes No No N/A N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174, W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/3112017 No Yes No N/A GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-217153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSFI-42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes No N/A 4RST, BRST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; WB Garage Door PSF CONTINUOUS HEAD AND SILL 88 118X72 102 102 W6-16 PAN-217153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (m n. 25 ga.) Double -Car (9'2' to 16'2" 05/21/2028 No Yes No +37 PSFI-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel of O Product Approval Application Detail Building Codes and Standards 1/9/2017 FL#15278 R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date Code Entity or Jig Qmig Date g g Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333 R2 jygg Versio Manufacture Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/0512015 10J18/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05110/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Code Entity or .� l2�tS Date Pend � Category: Windows 365-3300 PE-62514 (717) 317 8454 Subcategory: Fixed bsittinger@miwd.com T e Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval ApprovedStatus Subcategory: Horizontal Slider sitlinger@miwd.com bsiti Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/1912015 07/05/2015 08/19/2015 Approved Compliance Method: Evaluation Report from a P P Florida Registered Architect or a Licensed Florida g Professional Engineer Category: Windows (717) 385.3300 PE 62514 (717) 317-8454 Florida Registered Architect or a Licensed Florida Subcategory: Mullions bsitlinger@mwd.com Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Sea # 4 Product Model. Number or Name SERIES GA 195 ALUMINUM PW Product Description Contract Expiration SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12l3l/2017 Date In HVHZ Outside HVHZ No Yes Resistant No Pressure N/A FL#15333•R2 Products Sea # 1 Product Model, Number or Name SERIES GA 198 ALUMINUM HORIZONTAL SLIDER Product Description Contract Expiration Date SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017 In HVHZ No Outside HVHZ Yes Resistant No Pressure N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 72X54 FLANGE Sea Product Model. Number or Name Product Description Contract Expiration D Date in HVHZ n i Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No NIA �J SLIDER 108X48 9 SERIES GA 505 ALUMINUM PW PIN NI 72X72 FIN SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31l2017 No Yes No N/A ^ ` �{J 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER r�n V O ca O L 0_ 0- Q -1-0 U CIO -0 Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 Building Codes and Standards 1WO17 U Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ICU FL#13182-R4 FL#15272-RI FL#5444-R10 K\ ■ , Code Ent or Data Date Date Pending Date Code Entity or Date Date Date Pending Date9992 Entity or .4� 12&L Date Pending Date■ Type Verslo Manufacturer Contact Engineer & License Validated BY Validated Submitted FBC Approval Approved Status I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Aporoval Approved Status TvDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, RE Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harrier Robert Nieminen John W. Knezevich, PE 12114=16 12/08/2016 12/15/2016 PendingApproval FBC Category: Panel Walls (909) 349.2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar Subcategory: Soffits nhompson@alside.com SubCategory: Asphalt Shingles mark d. hamer@saint-gob Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain.00m Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-Rt Products SLR FL#5444-R10 Products LU & # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant i n Pressure S- # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Approved for Use Approved for Use Date in HVHZ Outside HVHZ Impact Resistant Design Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A NIA 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Exoiration Date in HVHZ Outside HVHZ Resistant Pressure Q A 1 V/ 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes WA N/A 2 b. &quot;Alliance T4&quota Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A Z architectural asphalt roof shingles Z Q J lQ_ SHEET NO. PA 1.1 Qi U) Ca -� U N CL O Florida Department of Business & Professional Regulation Page 1 of 1 (D p. O L Building Codes and Standards 1/9rz017 t;U -0� Florida Department of Business &Professional Regulation Page 1 of3 Florida Department of Business &Professional Regulation Page 1 of 1 t. CD Building Codes and Standards 1/9rz017 Building Codes and Standards 2/6rzo17 Product Approval Application Detail U 4., U C (a CU N Product Approval Application Detail Product Approval Application Detail FL#5219-R3 U O FL#12328-R7 Products FL#21673-110 �sste Entity of �g Jute Date Pending202 _M L L 0 0 Quality Assurance Approved for Use Approved for Use Impact Design jyQg Versio Manufacturer Contact Engineer &License Validated By Validated Submitted j_¢C Approval Approved Status c Sege Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or 2M 2ilLe Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved 0 LL 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Tv Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 O � New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, fntertek Testing Services 02/01/2017 01/25/2017 02/03/2017 SubCategory: Roofing Accessories that are an Integral Part of the Roofing System flvalidation@yahoo.com N O > O Approved Compliance Method: Evaluation Report from a � L L Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida � 0 M t.Z Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.ce (604) 520-3321 Professional Engineer Compliance Method: Evaluation Report from a m FL#5219-R3 Products Q Code Version: 2014 FL W. 12328 Product Evaluation Entity V) Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Avoroved for Use Approved for Use Immct Desian 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quof; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39, 12131/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL sse # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant pressure 8&#39;, or 10&#39; Wide Off Ridge Vent Attachedto Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A It Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quota 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 1 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quot 8&#39;, or 10039, Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page, of 1 Building Codes and Standards 1/10/2017 Florida Department of Business &Professional Regulation Page 1 1 Building Codes and Standards 11912017 Product Approval Application Detail Building Codes and Standards of 1/10rz017 Product Approval Application Detail FL#17202-R1 Product Approval Application Detail FL#2075-R7 Code Entity pass Dom$ Date Pending 2M FL#16588-R1 Code Entity or Date fig Date Pending Date TVDe Versio Manufacturer Contact Enoineer & License Validated By Validated Submitted FBC Approval Aooroved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity or Date �,gtg Date Pending Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27l2015 03/0912015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tv-Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (904) 783.8400 (786) 315-2590 SubCategory: RoofingAccessories that are an g ry' acarter@lomanco.com Affirmation 2014 O'Ha m Manufacturing, LLC 9 g' Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE ry 06/17/2015 06/17/2015 06/25/2015 Approved SubCategory: Roofing Accessories that are an clark@flamoo.com Integral Part of the Rooting System Compliance Method: Evaluation Report from a Category: Roofing SubCategory: Roofing Accessories that are an (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Integral Part of the Roofing System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products 22" Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved �1 HVHZ for Use Outside HVHZResistant Impact pg;jgn Pressure S # g� Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use n V Outside HVHZ �—� ImgaCt Resistant Design P Pressure Seg # Product Model. Number Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date In HVHZ for Use Outside HVHZ Impact —� Resistant Desi n �- Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01l31/2018 Yes Yes WA N/A 1 ,M Deck -Air DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 1 O&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for file roofing applications 04/04/2018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. ■ ti Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 Q Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 3 FL#15076-R3 Building Codes and Standards 1/9rz017 Code Entity or pate Die Date Pending pile Tv Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page, of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1WO17 ■ � SubCategory: Storm Panels tim.robirron@gppentcom FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#13076-R3 Products FL#15088-R1 Revision 2014 Boral Roofing / Monierl-ifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code_ Entity qr. Data p� Date Pending pig U SubCategory: Roofing Tiles thomas.jemmett@boral.co §eSg Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure IM Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Avoroval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27r2015 04/24/2015 05/03/2015 W23/2015 Approved ■ �— Product Evaluation Entity trty or not b tracks to provide hurricane protection. Y P P Category: Shutters g ry: (954 45 PE-44167 ) (954) 772-6224 2 24 Gage Galvanized Steel Storm PaneIdNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel bison tim.robinson@gppent.com FL#7849-R9 Products or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Im pact Design Florida Registered Architect or a Licensed Florida Seq# Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 - Shake, Slate &amp; Split Shake Flat Profile - Stockton 12/31l2018 No Yes N/A N/A Code Entityljgtg Will Date Pending 21M FL#15088-R1 Products 14 Saxon 900 -Count Slate, Shake &am Slate Y Country P: Fla Profile -Henderson 12/31/2018 Y No Yes N/A N/A Manufacturer n Engineer & License Validated By all 1 Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact pggjgp 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12131/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Sea # Product Model. Number or Name Product Description Contract Exoiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12l3l/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12l31l2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida A 1 25 26 Villa 900 Villa 900 Medium Profile - Denver 1213112018 Medium Profile Stockton 12/31/2018 No No Yes Yes N/A N/A N/A N/A Professional Engineer (V�/, - FL#15076-R4 Products Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Avoroylid for Use in HVHZ Outside HVHZ Impact Resistant Design Pressure v/1 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A O or not by tracks to provide hurricane protection. � O L— CD CL U Florida Department of Business & Professional Regulation Page l of 1 0 O017 Building Codes and Standards 1/942 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of2 Florida Department of Business & Professional Regulation Page 1 of 1 ■ Building Codes and Standards 1/9rz017 Building Codes and Standards 1/912017 (D FL#12856-R5 Product Approval Application Detail Product Approval Application Detail U) Code Entity or pate pate Date Pending Date a /7t IypgVersio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 ca Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters (954) 493-8551 PE-0046549 P.E. Q 21 Entity or pate pate Date Pending p € Side Entity or Date pa1e Date Pending Date V SubCategory: Storm Panels tomj@tc-alum.com (305) 510-8531 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Apgroval Approved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394.8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels m Coliance Method: Evaluation Report from a mikeb@allamericanshutte rs.com SubCategory: Truss Plates sleWs@alpineitw.com FL#12856-R5 Products P P Compliance Method: Evaluation Report from a for Use Impact Design Florida Registered Architect or a Licensed Florida Product Evaluation Entity L sCgy g Product Model, Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ Outside HVHZ Resistant Pressure FL#17869-RO Professional Engineer Products FL#1999-R5 Products #7�! 1 0.050&quot Aluminum Storm Panel 0.050&quot, Aluminum Storm Panelwith Optional 12/31/2018 No Yes Yes N/A Quality Assurance Approved for Use Approved for Use Impact Design � W Clear Panels 018 No Yes Yes +54/-54 Quality Assurance Approved for Use Approved for Use Impact Design Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot,Safety Edge&quot Storm Panels &quotSafety Edge&quota Storm Panels, 28ga 12131/2 Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12l3l/2020 Yes Yes N/A N/A (0.018&quot;8quot) Steel, 0.0228quot; Alum (Pert Non Clear Polycarb Half) 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A NIA Q 3 24ga Steel Storm Panel and -Perk (Full and 24ga (0.0232&quota) Steel Storm Panel with Optional 12/3l/2018 No Yes Yes +100/-100 3 4 ITW BCG Wavuloxe W ITW BCG Wave Metal Connector Plate Metal Connector Plate 12/312/3l/2020 Yes Yes Yes N/A NIA Z Clear Panels /2020 Yes WA NIA 4 Aluminum Hinged Storm Panel .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Z Panel Q J SHEET NO. PA 1.2- FL#2197-R5 code Type Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Sea # Product Model. Number or Name 1 M16SHS 2 MII 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products Sea # Product Model. Number or Name 1 TJI 110 2 TA 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Date Pending e Entity or 12i� � � Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12131/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity ci Date Date Date Pendina Date Contact End ineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253)924-4084 (608)839-1344 jim anderson2@weyerhae user corn Quality Assurance Approved for Use Approved for Use IMDaCt Deslan Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1774-R4 Code Entity or jypg Versio Manufacturer Contact Engineer & License Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Category: Structural Components (813) 659-3707 PE-60122 SubCategory: Products Introduced as a Result of precastgator@yahoo.00m New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model. Number or Name Product Description 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels FL#5259-R26 Code Tvoe Version Manufacturer Revision 2014 POLYGLASS USA Category: Roofing SubCategory: Underlayment Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Sea # Product Model. Number or Name 1 Polyglass Roof Underlayments Search Criteria Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated ub d FBC Aooroval Approved Status 07/03/2015 06/24/2015 08120/2015 08/26/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desion Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 8/16/2017 Product Approval Application Detail Entity or Date Date Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/2017 03t2212017 06/13/2017 Approved (570) 384-1230 PE-59166 (954) 772-6224 ja kin s@ po lyg lass. com Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside H`VH Resistant Pressure Roofing underlalyments 04/24/2018 No Yes N/A +N/A/-622.5 Code Version: 2014 FL * ALL Application Type: ALL Product Manufacturer: POLYGLASS USA Category: Roofing Subcategory: Underlayments Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#1644-R4 Code Tvoe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 220 Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Name 1 Level Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Tvoe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 vs2017 Entity or Date Pending Date Date Date �R t L � �c Enaineer& License Validated By Validated Submitted FBC Approval v Status Contact �� � Approved Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or gate_ Clete Date Pendina pate Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.a nderson2@veye rh ae usercom Assurance Approved for Use Approved for Use Impact Deslan Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entityor 2.= Date Date Pendina 2Atg Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved Status Jim Anderson ICC Evaluation Service, LLC James Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 jim anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Desion Product Description Contract Expiration Date in VHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A board Rim Board Oriented Strand Board Rim Board 03/3112017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5450-R5 Code Entity o Tvoe y2L§jg Manufacture Contact Enaineer & License Revision 2014 Powers Steel Inc. William powers Steven W. Schaub Category: Structural Components (602) 437-1160 PE-60509 SubCategory: Products Introduced as a Result of bill@powerssteel.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products # Product Model. Number or Name Product Description S 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, P.E, (813) 645-0166 Page 1 of 1 1/92017 Date Date Date Pendina 20 Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Im Dact Desian Contract Expiration Date in HVHZOutside HVHZ Resistant Pressure 01/27/2017 No Yes N/A N/A FL#1645-R4 Code Tvoe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity r Qatg to Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#158-R7 Code Entity or 20 Date Date Pendina PILe Type Versio Manufacturer Contact Eno ineer& License Validated By Validated Submitted FBC Aoproval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#158-R8 Code Entity o Date DateDate Pendina Date Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11383-R4 Code Entity or jyg_e Versio Manufacturer Contact Enaineer & License Validated By Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Aooroved for Use Apr r Use Approved for Impact Design S— Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 POWerBOXB Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. a� U) ca (3) � U L OCL O "a O U C t_ co U to C =3 0 Co 0 -co U) o o Qi C Co O O LL -- -0 a) Ca E L p > 2 Cn � O CU 0_L Q .� .a CD 3� s'�l�`�I Kira 0 Y 4 s C 40