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HomeMy WebLinkAbout2841 Lytton Hall DrALL WORK SHALL COMPLY WITH PREVAILING CO.7ES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE-.� Np 2 J 0 CITY OF ZEPHH p L-AN FFIXrAM6V r"-. , ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Akemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr, Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia, Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubtshower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V. L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 AlB1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH % 0 ------------------- - 1�11 0�-] LENN/�R� 2575 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS__ --- —_ 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 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. FZ0 F 'O; ES�1pt> �ti To the best of the Engineer's knowledge, information and ballet, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g V 04 N� � in��- LLfia a�LL LL I� = 0 tC000 Woo 19 W t ,A m (1) CP f o _ tv Ci Z Z C w o� ❑❑❑ W (D_ z � z N i� z . �- 0 LLJ U Q 0 J E� � 'jjam ^ ofo o Eo o� `g C/) C$ ~� 8� U W T3 �W N 3 �I �N >L6 � 120 W .= CD Z 0 o (0 �C1 W � O O r- V7 fV O T LO N = C r— E (0 00 N r o � Z c O E N 2 �3 W co a ci a c JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. C S S w y 0 v F P @ 2 STORY H.B. = 60 I I 1 = N N N 24 - Y4 OPT. - - - - REF. _ 12'- " 16" 5-SH DEEP - D S3 2x6 WALL r------------ I I I I I I 266 B.F -- - I I I j I IS '-8" - - - 2 68 OA N �.. EDI 3 -+ 7-- KITCHEN j 8'-9' FLwT - G-- LG. - H1 i - - CC EDGE OF SLAB 2" BEYOND WALL - 20'-6" I I I I I I I I I I I I I I I j< 10 I 1u_ I tY 10 I Iw I � IZ f p I J w I I > I l o I C cO N a:36 35 Li U 4'-0" l _- -� A '' --�- 6'-2" 6-6" 4'-10" I I I = 2 CAR GARAGE I PATIOo DINING ROOM 8'-8" FLAT CLG. CARPET o O u7 io (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE TYP @ 2 STORY J S6 16'-48 CrI 8 i 8'-8" FLAT CLG. AFF BUILDER TO PROVIDE 2'-6" io APPLIANCE PROTECTION WHEN REQUIRED PER FBC O (3)2X4#2SPF W/ (3)16d TOENAILST N @ BASE W.H. I I I I 1 I I I I I I I I I I I I I D I I I 33 I I L----- -- --- (3) 2X4 #2 SPF W/ 4'-0" '-0" (3)16d TOENAILS @BASE I FOYER- 8'-8" FLAT CLG.- TILE _ B 1. 6'-0" ,-2„ I. Q v N 0pf- �I g1 O u i T-8" T-8„ 3,-6" 4 4 2 #5'S (' 9 N � N I 2068 B.F. „DEE �._-___ ---HDRAT7'-4--- ----------- TRIG 8'_8"FLAT_C_L - AFF = 4 5-SH aD r _ ON M WALL + FL 0 G S3 - -- PLUMBING LINE TO SECOND FLOOR �I 4'-0" ,_0„ (2) #5'S N co = 00 f4 FAMILY ROOM f` 8'-8" FLAT CLG. CARPET FLOOR G.T. - a (3) 2X4 #2 SPF 1__ WI (3)16a 18'-8' F T G.1 TOENAILS @ T BASE __! __ L_ _ _. _ _ 42" SLOPING 12 HALF WALL ° 11 _ 10 1 1 21 31 I 1 61 1 I9 Up I I I I I I I I G I I I I I IS3r-11 I FLEX 8'-8" FLAT CLG. CARPET I 1 I Cl) O TYP @ 2 STORY J S6II rn go N AC PAD AC PAD °� fO in H.B.. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38j 18}X37j S.H. 14 20 X 50j 18 } X 50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20 X 72 18 } X 714 S.H. 11-12 271/4X26 26X254 S.H. 11-13 27 1/4 X 38 j 26 x 371 S.H. 1 H4 271 X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 } X 63 36 4 X 62 1/2 S.H. 26 37 1 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 Ij 52 } X 37 S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - 61 SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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 Recirculatlon 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. 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 O G SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING I (INS TALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) "° .Owk �. NS'E C14 t lb ¢ . 0`E S J`Olk ��"'frfflf(il4ttl``ti�� \`\ . To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Englneer's signature and seal. W v 0 A LL 04 LL to to J it W (» r/1NN� LL 6. W r� J LL LL a Z J rM 0 It 0mm OJ IL Z m NCj 0 N Q J z U °" ❑DD W z z Q � a .o �� 0 EL 0 to o c U 0 C%1 O M J E S Q � � t- f•'� oa U S �z z a'.g 6 - ° ?o w z�� 13J J � gym• 8 < ��z o U W4 a �w r 04 Lo L iu c� ` ./ a. C s CO m to � o 0)'� ■� J N T r (V r- o z 40 z E N B ui ` m c a. o U J < p JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 1.0 TYP @ 1 CORNERS D2 U.N.O. T 14 TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS w/ 1" NOSING construction shall conform to the FBC Residential 6th Edition (20 7) sections R311.7, R312 and R302.7. 16 CONT. HANDRAIL %Stairway : - 2x6 BEAM 15 SLOPED CEILING 14 ITO MAINTAIN T-5" HEADER HEIGHT 13 12 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 11 CLIP OR LUS26 HANGER TO LEDGER 10 r 1x RISERS (TYP.) STANDARD (3) 2X12 F STRINGERS SIread A35 CLIP TO FLOORR SYSTEM 2x8 #2 SYP JOISTS @ Li kNDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: depth shall be not less than 10 inches. The tread de sae measureorizontla The tp depth bd horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the Intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: w U - in 2x12 IR. w/ (3) 2x STUDS AT PLYWOOD @ g A. END FOR BEARING LANDING, The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) 6 2x8 LEDGER #2 SYP w/ CONT. 5 (3) 16d NAILS TO STUD HANDRAIL @ 16" O.C. 00 00 `b- c 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 91-0 7continuous _ _ -_ - the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 Inch. Handralls: Handrails shall be provided on not less than 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 inches and not more than 38 inches. Handrails for stairways shall be for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. /4 in T = _ = Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater / than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. J / 3 Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located / 2 more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, Including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. KIN H1 6 25 SHO D6 R&S EGRESS ('------ ---'1 CCxURROUN IBERGLA TYP @ 2 STORY -{P- - _-- - W.I.C. 1 B DROOM 4 3 D2 I 18'-0" FLAT CL . 1 1 8'-0" FLAT CLG. CARPET BEDROOM 3 8'-0" FLAT CLG. I H2 D2 �j 1 U = �1 I -a . c '� -(} iv CARPET Q rn o 1 1 ROOF G.T. TIL _ _ w N 13'-0" L 6 N -...I RO U. 0 00 j I TYP @ 2 STORY I} - 0 OCI 4068 B.F. N I 3'" 8'-10" S6 - - ;t =W w LL 4068 B.F. SI M. w/ 60"X36" SHOWER v�o z th 04 - -� R&S EXT. WALL FIBERGLA TL3 T 2668 ------------- D2 3. 1.8E 1 TO BE 2x4 #2 SURI�OUN FB 2900 iv SPF STUD @ 16" O.C. 4'-0" 5' 10" °P 6'-1 5,.4„ 2-4j„ 13'-71 „ iv °'' U.N.O. l ER 0 ' 0 11 . co j H Q w 6 D2 !�`E I BED,ROOM 2 W N _ 24- - CARPET 01 pLAL �_ ATTIC 1 �I o 1 1 c 9�� 1 4-----3 `nl ao P° - T a I o� ,fin 1 o 1n- - a I U rMW no a r HA SON BOX r 2868 3,_" _ @ 6" A.F.F.- 2'4" '-10' 5'4" 2'-6" r-i Q r` N 16'-8" in 4,_01" T-74„ MASTER 6 ti 6 SUITER.A.G. 16 - --fi LOFT D2_ Ok � � cr O 81 -0 FLAT CLG. CARPET I I I I I 8'-0" FLAT CLG. CARPET H8 6 15 14 RO F G.T. = D2 � Z - - -T - - �O - - I II - - - O N I II `� 11 _ c 10 9 I F TYP @ 2 STORY 61 I I I I II I I TYP @ 2 STORY o 7 J I I I I J CD S6 I I I I I II 1 8 38'-0" CONT. HANDRAIL RETURN TO WALL DETAIL. A SCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. 0 2x8 #2 SYP JOISTS @ LANDING @ 16-O.C. w/ SIMPSON A35/USP STANDARD 3) 2x12 ( MP34 OR LUS26 HANGER ON STRINGERS w/ t7 EA. SIDE SIMPSON A35/USP o MP34 CLIP TO g MASONRY OR WOOD WALL, FLOOR SYSTEM OR SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. WALL) CONTINUOUS LEDGER REQ'D @ END OF w w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. V-0" MAX LANDING LENGTH 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=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI <e> (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (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 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 4 S.H. 13 20X38J 18}X37J S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 184 X 624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 114 X 38 J 26 x 371 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 621 /2 S.H. 26 37 } X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52'} X 25 } S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 J 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. SECOND FLOOR PLAN - B1 SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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: e From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. Is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. Is 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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. 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 UD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURET +34.0 / -44.8 WALL LEGEND 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 1 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) �.:0 W •''•,A S E F: L O w► FE SSIp�'`\\1 l"r frf1fttttolk,��\� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. th 11- g 98 L9 N J 0) Q Z inn _V LLLLa rh rh lL ZT) 0t_ O W �La(1 m '�rn 4 i LL Z Z N co NO pN t, z °U ❑00 W z z z � Q � T � W � LL � C/> 0 0 �N '® w i x Q �Q N cc Cn E b O 6 c� i Z ►° C g og gig fO Z N c � J did 52�i W2gg d Lo CC L. P CIS a 0) .> Q C LO 0 0 0) Ln N = 0 r N e� r Z C O E N a U J .� < C J JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 1.1 KITCHEN ISLAND O 60 Q 0 M Q co PANTRY HOOD OPT. REF. � RANGE a l_ - KITCHEN Ell MIRROR TUB/SHOWER FINISH PER FLOOR PLAN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD 0 z 24" TOWEL BAR TOWEL BAR IN g W ON WALL ABOVE TUB OR SHWR. Cc Fr TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE �? I _ SHWR. w - ao VALVES O CABINET TOILET SOAP00 PAPER to 00 b DISH U HOLDERLO 02 02 co L- U- CO O 04 C) M O M MM MM N TUB 80 SINGLE ROD FIN. FLR. 11 JJ J J J BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 4 CV c in Q n KITCHEN O co INTERIOR ELEVATIONS. 42" H UPPER CABINETS --� 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT X BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE U') }• t ch FIN. FLR. r SHELVING 0 0t 0 to a 0 2x 00 FRAMING Co 1 /2" GYP BOARD — CABINETS - 1 r-2r' r�N O O r � � N N N FIN. FLR. III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" ;,��,,�1,tta►trttt�rrr� r _ N "1} O F E S S I O\ \\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I aPQp 0 p� N J # LL a N N LJL. yy C J M d W LL a 13LL. LL -4G OJ 19 WpjOf cxo p Z LL �u No Q0 f� 0 0 N (), V Q6 oao W z z � 2'-n Q _ a. �v z Q U °_ W Ln U a U Q `. o ao .J E a ~ z N '� Nozy g� %'M �z z m� o U Z W wi �N = ;L L. cc .> m a c Cr N00 C r E m N r H d Z C m O Qi C C 0. U —J! < pm J JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 2.0 T.O.P. HDR HGT. 2nd FIN. _ ril�v FLR. T T.O.M. HDR HGT. FIN FLR _ V< 11im- 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 1" x 4" SMOOTH TEXTURED TRIM / BAND ,,—EXTERIOR PLASTER ON FRAME ,-1" x 12" SMOOTH TEXTURED TRIM / BAND TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 16070 OVERHEAD DOOR FRONT ELEVATION - B1. CIRCI'Dr'`1 AQQ QulAlrl C LEFT ELEVATION - B1 SCALE: 1 /4"=1'-0" ------- T.O.P. HDR HGT. CV I i r 60 ti 2nd FIN. , ------- FLR. T.O.M. HDR HGT. FIN FLR IT bo 1 " 1'-4" It 11 TQTR Y COLUMN DETAILLE: 1/2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "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. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed Independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. (DWN < ;J �� �• FLO ••......... ROFESS`p r \e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W pppp O Q N iC (, N LL 'n T � W r- U. -r a W rn ) 2 LL C') co M s CL rn a Q qJ gypp' a -.lLLLL S2 O H C� mho W (on I d o a 0 g? Z o 3 ❑❑❑ W z z Q rl � /� {Np z p U' (11 s � a--+ 9 �LLJ �U —� O w � L Y U � so M J E 7 0 da � cc w' z0 _° O C N a Q �o (n 4p Ho Z J < g iW6 RZ W wu. w � O w S F �O a � <7" zl°d Ov 3 CN = �LoCC O1 120 ^L' W .> Oi ,..� LPL > TCU co 2 (O � c cj- Lo O N = 0) 00 N N T c � T N .. O Z C E O N m C C a. U Q p JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 3.1 ao N ti 12 5� 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 2nd FIN. --------- ----------------- ------------ -------------------------------- -- T.O.M. CJ / WEEP C 12 FLASHING FLR.CJ / WEEP ----------------------------------51 =�.—��---------------------------------------- -- (.` 0T.", FIN FLR 9' RIDGE VENT 5068 SGD 12 5L,<� ROOF TO BE CENTERED ON DOOR TEXTURED —J CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH EXTERIOR PLASTER ON FRAME REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 12 FIBERGLASS SHINGLE 5 INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. HDR HGT. EXTERIOR PLASTER ON FRAME e"--T 25 SH 2nd FIN. -- -------------------------------------------------------------------------------- ------ FLR. T.O.M. CJ — — — CJ /WEEP CJ HDR HGT. — — — _ _ °p o TEXTURED 0° co CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIN FLR RIGHT ELEVATION - 61 SCALE: 1/4"=1'-0" r General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH*" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "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. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be Installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ������f<tulu►luiii� A/ P ' NSE���• *N lr ro lb U — •� FLD 4L. i �R O F E S S 1 O� ,��''�nfrh To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W c _J U 04 #00LL Z 103a r/5 r, LL # a LL y M �LLl rA JLL d a. LL mg 00 M.2 IlC W N<o Ixm O �°'°' o I, J a 0 O 'c) N Z O N = CC55 O U ❑❑❑ W z z (D Q d N Z .pL �U C O toUn c M 2 os W Z EsLL E F- N� o< gff �d Z N °6 �So d? rp C a% Z y �0 o 10 Q Z J J6JZ m W s Z U Wo oLL NJJ ,Yy Q < �N 0 = U) L ci c� Z O m � C� F— %%�Ow h O O ..� T J N O T N = 00 C r E T N o Z m Z E EE H y `m d U J < 0 J JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 3.2 Ix r.. VARIES CAP = CAP 2" 2" iv "NOTE: iv FOAM TO BE USED 1" RADIUS I M ONLY WHEN 1/2" RADIUS �Ia REQUIRED BY 3 1/2" RADIUS M COMMUNITY nN 1'-5 "< 00 SPECS. IF NOT, ei 3/4" RADIUS (D DETAIL TO BE 1" 2" OPENING VARIES 2" 2" n M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES Av eIN 1' OPENING VARIES V-4" _ 0 2" VARIES 12' VARIES (V v1" 1�_On 1" 1 1/2" RADIUS 4' 34 r 2 1/2" RADIUS in io r�< 71 to e VARIES 1#" 3j 11" 3 N `. 3" u 2" 1" 1" 14 BASE • BASE 4"., 1-8" a I • 1 -0" 4" ^N •NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN a REQUIRED BY `v T = co COMMUNITY 1" SPECS. IF NOT, 1" 1'-4" 1" OPENING VARIES 2' dr• DETAIL TO BE BUILT W/ STUCCO. IEEDGE OF 6„ OPENING _ 1-1/2" THICK 1-1/2" THICK 4„ 101,iv _...._ --- --- ---- I 10.. 6" ---- 21" N d e f 6" J.,2„ 4" 3„ 2�� iV w w = � N 2" 1-1/2" THICK -- r 2'-4" e � 1-5' 51" 54„ 1 3„ ZD 00 -IN e N f� O 1„ 1" VARIES VARIES 2" ::fNI H __ — • VARIES VARIES r4l" 8" Ir -- _______ 6" 4" KEYSTONE F11 0 = KEYSTONE F11 r - r OPTIONAL OPTIONAL I Q N N to = _ LT' 00 io i 6 io Rq„ LT'" 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH 1 • • • i • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 a 1'1-4"SMOOTH FINISH 146 ° 1'- " 1 5j" 1'-11 5 " 2" • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 7 iv 4" T-0" 4" --- 1 " 10" 1 � 101, o totDa 1 co A N N — -- SIe 1 ^ Rr0-• � 1 �.. N� - 1'-1" GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 0 N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. i� a to LLLL d 111 Mg W ��rn m �8E Z ILW o � z ° < -j ❑D O W 'n Z U)cc GAJ — Sri Ui — �0 ,,, U a 5? g Q N zN J ° g ' 0 s• Q Z E o Fcc@ — o~ 0 ° 0o O 01 N ` g o Y �s Z 8� o 0 .N = �Lo l m ^' W � C9 \ .= 0) m .� N T N = � J O � C14 r E M T (V o 2 c E Q to < c o. U J C, J JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. F1 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 n 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 200 AMP 14 copper to lights a outlets 12 copper to 20 amp ckts 10.2 copper to WH t03 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 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 - 2014, 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). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" 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 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 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 2014 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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets 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 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET rwl- HALF -SWITCHED DUPLEX OUTLET I Oh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE I) RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT �--- FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rOr EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) [P PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR @)SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 9 ELECTRIC METER JIMIL ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO WP GFI DISC. :ram UI• �i r----- u� -� I CFI I O DINING ROOM 12'-0" VE IFY METER LOCATION WITH BUI DER H.B. —I I VERIFY LOCATION IRRIGATION _ _ _ I ELECTRICAL PANEL GFI @ 44" A.F.F. 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 j GAR. I I I GFI @ 44" DOOR I I I A.F.F. GFI I I I 2 CAR GARAGE /PENDANT AS / PER SPECS \ \ Cn 0 / M ROUGH IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRED FAMILY ROOM / \ I L------------ GFI @ 44" A.F.F. C.M \ FOYER � tl� f• �1FLEX A -OFOR e1al01911lalala n •LIGHT PRE -WIRE - TO LIGHT ME AND SWITCH ABOVE I I I I I I DB TR)� MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" N ca N To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drwMng pages bearing Engineers signature and seal. LQ 0 T J etW 0 LL LL a 0 9�p""? I LL a 0 J LL Z_ c� Cs �. W f6 N t0 &6 Xoa Z EL IL to MZ <R Z V ❑❑❑ z Q� �a) 4-J o LL fp V rn W � 0 c � a �o o o oLL00. W'i IM 00. Z 9 V�UU t� S E �06 QU a% w Zg J ibg 8 U W T V xxZ W O = Illllllllll� O� N a 2 A F O v ZIP 8 .2N = Lo CC ai W\ � e= Z C) ^C1 m Lo o 04o r N = J 00 C r m r N r— H o Z m E E U B Y v c tl JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 4.0 rn m N 0 cQi m to N O 00 z N Np O. E F�— [r a CP ti N N O Cn 19 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). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" 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 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 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 2014 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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets 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 t'��' DUPLEX CONVENIENCE OUTLET FEPP DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph rw SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH � 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ',Or � EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) I-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) F< TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER n ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14. 250.94 200A INDOOR PANEL CENTER 014 copper to lights & outlets NEMA 00 AMP t 200 A10 s12 copper to 20 amp crns 10 010.2 copper to WH 1110 a10-3 copper to Dryer METER 0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. I I L I I I I I I I I I r—i I I - _ J UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" 0 N 0 N 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g LQ ,a _j J 0 0)rn T r- R C%j ui LL J a LL e�yc,4 CJM @ LL LL OW I� V z cc �4 Rio ro N tp m a Z I IL Cj 04 PQ N oCi �0 = ❑❑❑ W - Z 7( ;-Z �S a d � 1 Q Z c) ��_ fa LLJ � I �U W 0 w N c d ® v a; w l7 Q �Q N co w Q E a8 �aR z0 Z O �s WZ ¢� Z C% Cx ~ o of V a= W0 zl� 0 3 LN Lo rn B ^L W a C c O 1 so 3 ��, /� 1 _ O >% N T N = J G 0 E M T N r .02 o a E CDcc E .. U Q O JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 4.1 1'-0" ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Off -Ridge 1/150 Rule 1/300 Rule Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SO. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See SElev) needed required needed ventilators Main 0.000000 0.000000 Floor 35 34 5 17 1 8 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 135.0 --._ 276.0 (Zone 2) '*NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. '-ONE-1 ATTIC SPACE 15 SQ. FT. ROOF PLAN SCALE: Y4'=l'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. `� P •".- N S •. H '� ••' F L •NP r71 rl�lllli!llttlllt����` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N w (� p8p� N C N N U. ao LL 4 �i N yMM N LL U. LL u- W N a 7S "11 J m S 0 W M N J D_ IL IL 0 2c N Cl) dU o SQ 0 Z ❑❑❑ W z� Q d NNN V) - f+1 z ■ 0 V) W c U as Q � Q N se M J E 8 8 S 2Q H• 6 N CY C gfx z I z gIW W S U g w ° 8.5 Sx N Lo L � � ^1 W ro c� .> 0) �—. �o x > I— m = (0 0 7- j 04 E m T N r H o z Z c E E a; m c c n� U Q p 3 JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 5.0 m'u•Il�1WiVdYIYL :_L..l.. i�J 111 c C 6-4- 6'-0" n 43'-0" TYP @ 2 STORY J S6 H.B. i ■ ■ ■ ■ ■ ■ ■ ■ J ' 12 STDRY CC (2) #5 REBAR IVERTICALS w/ in S3 I 6'-0" 5' ' c I FILLED CELL I q I�r II a I 3 1 /2" I II L JII - lIl J T Cl)llr� -------� .I�LJ�----14„ I s3 I I 10-4- 4'-11" `? 4'-0" Ir---- -- - _ _ I 'oil Ci �4 - -- - - - - - - `� I = ;O STEPS AS KITCHE SLAND I SLOPE 4 I I REQUIRED PER I LOW WALLS I CHASE I TO FIELD CONDITIONS I ( I I ISLAND I EDGE OF SLAB 2" ■ I BEYOND WALL I r I 1 3-1/2" MIN 3000 PSI CONC. I L PROVIDE 1 Y" SLAB FOR HERNANDO+ I \I S3 I RECESS FOR COUNTY ONLY I 4 o I �S LOPE SG. REFER TO 3-1/2" MIN 2500 PSI CONC ( DMASON'S SLOPE I io 1/8":1'-O I SLAB OVER 6 MIL I 2 STORY FOR WIDTH VISQUEEN VAPOR I .� BUILDER TO PROVIDE �4" BARRIER x APPLIANCE PROTECTION CC (2) #5 REBAR I ^ WHEN REQUIRED VERTICALS w/ in I L- — — I I PER FBC S3 FILLED CELL I 1 N (2) #5'S iv cv — — — — — — — — - J ■ : I -� CJ IV-H� — — 4 ■ I TYP @2STORY L--------- — ------ 4 JT/-8� ch S6 I PROVIDE Y2' x 9" I I RECESS FOR FRT. DOOR �2'-6" x 2'-6" x W/ (3) #5'S E.W. ■ : I 0 -0TOP OF CONC./ PAVER TO BE 4" " o L o 17,- 1 BELOW FIN. FLR. 13 ■ ......... . I . ISTUB UP TO'1'-9" ,_0�.. ....... . 13'-7j, ::.. ■ — (2) #5'S 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. r110D 2ND FLOOR PLUMBING LINE I FOR A/C I TO SECOND I FLOOR S3 _ `� ���' I I- i� o o N 10 - - CJ - C ', r-i - CJ - - I 5'-416 �"L J� } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM F-17. TO BEAM W/ () #5 REBAR VERTT I ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5" I `" ca / EMBED W/ 25" EXT. ABOVE SLAB ;E0 "GRADE 40 STEEL" it ■: �%' HVAC CHASE :: ,_ „ BASED ON I L -- � I z0 0 I J LOCATION 6-4" L, . 16'4° GG cba • �------ 4 TYP @2STORY � ---�a----I-- —--------� ■. ............... �.... .........� �.... �.... �.... .1i.. ..... i.............. i..... :... .■ 6'-4" TYP @2 J STORY S6 5'-4" 2'-1 FOUNDATION PLAN SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj ED U a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" r -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE. 3/4 = 1 -0 Eto W `� •,� 5 . Y � " «i111 f I1 t'"1h� To the best of the Engineer's knowledge, Information and belief, the structural plans and spechloadons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 4 � E If Csv8 �m o N J 1, I CD Lu '•� tii I/A ` rn � LL LL a. t�pp M cN+> W rq a u- Z J LL tea ��o W (a N m coOD LL Z o Q `" `•'• U J zI Q I C z z � z a (nv) � z u- _J �N W � 0 c Xi A � c Q M J E 8 oLL zo Q E U O H CD �� �0 o f :U o z _ C—:,a0 N . � �o o� w •_ y c < g m ;t z JG7 W. L o Q= ci W � vi .> -° CO = � Ln ° O O .� N O f N = 00 C r E r C4 d z = £ O y a U JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 6.0 CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 1 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1Old x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. /(26)1 Od x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 "" 1005/915 *' 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 " 1335/2820 " 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 " 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-1 Od x 1 1/2" HHCP2 680 1 570 20)10d 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 SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) B) (A) (« 7 (+) 1 OR 2 PLY CARRIER 141-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 20 $0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rtq' t STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS p �y Cq�R�ER —�A) I$ 1 02 INTERSECTIONS. SPLICING x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 If I FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS---_ FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) _ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 4SEE PLAN TRUSS BRIG. .A ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = V-0" MAIN FRAMING PLAN SCALE: %4'=V-0" 11 t t t UNr�i�,P' . �,•;,�1�1tt i f 16* C, 1•• •'• •. F LO ��r/alrtltltl"►►N��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature end seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o w 0 N w &� 41 r- at 00 J LL J Q LL �a�ppj � J LL 14- a s Z —16F 2 0 'a0IX CS ro N So $ o ILW�r-°' = ¢oa oo N o 03 :3W MO N V 1 1 Z Q WV) Z . . LL 1 , „/T�VV U N W O Q) IlLn —� LU r— U c 0 o J 0 sff QL0 !cc V w N M Ci L o ¢z z � N c C.r c O Y U 00 Z� k c/J J �m 8� �L a� ttttttt� � � ilad U N = �L 0 \W ./ .-. O � s (O ..� go c LO O 0) T CV O T N 2 � � C r T ' CV t- Z ` it E O U _j Q p c JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 7.0 (2) TYP. @ 2 STORY X G J co Ln TYP. S6 CJ1 M1 04 ER CA �„ 1(9 0 SIM. WI BLOCKING IS 4 CJ5 s5 X A7G1 TYP @ 2 STORY A61IA 11 S6 SIMPSON VGT 1 w/5/8"ATR&(1) A5 SIMPSON HTT4 A4 A3 A2 i A2 A3 A4 A5 TYP @ 2 STORY A6 Z G (2) A7G I (2) X CJ5 CJ5 X CJ3L I CJ3 ER CA CJ1 cr) LO LO co v v v J TYP @ 2 STORY S6 ROOF FRAMING PLAN_ SCALE: %4'=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1!2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. !(18)10dx1-1/2 HTT4 4215 5/8"ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH.1(26)10dx1-1/2" HTT5 5795 5/8"ANCH. /(26)10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HDSB * 4505 3785 5/8"ANCH, 314" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005l915 *" 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" G1 HUS28 1760/4095 ** 1720l3125 ** 30 - 16d x 3 1!2" HUS28 2950/5090 -- 30d -16d x 3-1l2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1l2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w! 12" EMBED w! SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w112" EMBED wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 114" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1!2" HTW20 1530 1285 24-10d x 1 1/2" SP7 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2"CN * 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 SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. REVISED 10-17-19 LOADS --ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) ( ") (A) (') 1 OR 2 PLY CARRIER 1 8 8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (••). (B INTERSECTING POINT TO BE FASTENED WITH 2 -18d 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 S0. PINE #2 OR t12 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS To the beat of the Engineers knowledge, irNonnaGon and belief, the structurel plans and apedNcetlona contained within these drawings comply with the 2017 Florida Building Code - Residertial Bth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 8 ���pNiJR � 0 NN � tb N LL jrA, � GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed Joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast4n-place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 11.0 � . 0 Safe vertical oad Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40013/1T 8F321B/1T FORM & GROUT SOLID 4 •:.. N W � J �U O #5 BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE - N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 16- B/ 1 T tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precast mots = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR.(1)RE MIN. TTOP (1) REO'D CLEAR ALTERNATE POWERS STEEL LINTEL ° e • d •-.0-C.M.U. #5 REBAR AT TOP _ 4 • A MIN. (1) REO'D ° Q 1-1/2" CLEAR d 2 GROUT • 4 C.M.U. • 5 REBAR AT BOTTOM OF a o-BOTTOM LINTEL CAVITY o w OF u~i n o k) xf'N. REINFORCING a 0 Cr LL 7-5/8"ACTUAL PROVIDED IN 9 td i REBAR AT BOTTC 8"NOMINALW DTH LINTEL ASINDICATED (VARIES) kn a<1° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ )�" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END r 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OIL SEE PLAN TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. --SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @a ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UMIN. 17'-4" LL O 5'-8" LL it } r r} r u r' CA 5'-8" LL O 5'-10" LL �A 5'-8" LL LINTEL PLAN SCALE: %4"=1'-0"' 4' �.,• F L O Oref I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residents[ 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. /W E a�s$7q' 8 0 N N LL c u IA yr- r LL a M m w rri LL LL- a 0 Zug ° o Wt%i'a^,rn N o CL LL = .d.i ao N o 0 :) N Cl) Q I- J WU ❑�❑ 0 z C4 Q J l/1 Z c ■ 4-, .O �N co u co o c _) g 8 _- UCD ■ � rM W J E E zyOo Q zE t� 8 �o u¢ W ZN W U o Min� g�I� � 3 0 ` 04 = > Ln � ^L W � ■>_ ai CL F 2 %ft..00 c LO '0 � O N ■� = J N O T � � � r t N '- z a E O U S !v < c p JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. 8.0 C] W v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC 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 R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3, GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, 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 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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, 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 1014 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 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6EMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6fTMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF 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 SO. 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 6th ad. (2017), 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 / A615M-12 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-1-P CONCRETE NOT EXPOSED: 1„ GROUT FILLED MASONRY: �" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530.13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. 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 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/37 EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS 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 R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1.. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4.8. 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) 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 A36/36M 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 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 6th ad. (2017), 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. FBC-R R318.1- "A permanent si n which Identifies the termite treatment provider and need for re -inspection and treatment 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 riders and splay heads shall not be installed wi-thin 1-0" of the building side wall. 4. FBC-R 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. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R 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. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If roinfell occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete ege and mortar along the foundation perimeter must be removed be ore extenor�so° l treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soul disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R 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. FBC-R 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R 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 T-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 MPH) TYPE: 5B SINGLE 9x7 +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 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. `\�`,`tlZlliiilFffllIttt*f U cm �0 ' G FLO To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained withln these drawings comply with the 2017 Florida Building Code - Resdential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 44 0 Lo �; c J W a Q ",_-0LL�a 9 C J LL0 a LL N 0 i = (DS Z O J t aC r m ° W WGo Z IL o2rn d i 05 CPd g L LO Z N M Q H J O U ADO W 0 z_ z � U) z S a to ^, z Ur W +--(+ ru •U LL M 2W 1 O r,., W x U see 0 0 Qa Q Cl) J U_ = S z 0 Z E N� 10 ` aa 0 aao "Z w i sg z ° C J o g& >azU a 8 0 ° Nk W U r wI cepp sf 0 g 3 � N >Lo L.cc .= Q C L O o to = O 7 O = J O T N 000 n E T N iri ° z Z c a E Q U c p JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. S N n�1'I��I[111A�R'1® 10'-0" TANK -LESS W/H CORNER OF • HOME H C G GARAGE SIDE 00 0 5'-0" STUB -OUT FOR O GAS METER o F (V • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 2 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE Pir)r.F 1 INF + + + + + + + -+ + + + + + + + + + + + + + + + + + -}. + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + +io + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 6'-0" + + + 6'.0" + + 10 + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + .+ i + + + + + + + + + + + + + + + + + * + 4 + ++ + + + + + + + + + L + + + + + + + + + + + + + + + + + + + + + + + + + i' + ♦ + ++ + + + + + + t� `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 1140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS + + 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 15/32" CDX PLYWOOD OR 7/16" OSB NOTE: I .. ......� .. ............_ ........ _ ......._....... __ . __ 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 Series Thickness Filler Block Thickness 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 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6", DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack v r h=20 block nd *Non -stacking walls o e squas s a require additional wall or beam below.* consideration. Check local building code for appropriate details in areas=20 of high / lateral load. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam i1/16" One 10d box or-20 sinker nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls - Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL -- STD. 90° HOOK IF BOND BEAM w STD.90° CONT. #5 I HOOK BAR BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN =� OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. -- Web Stiffener Fastener Schedule Joist Bearing Location 4 Series _ _Depth _End I_Intermediate ® 9-1/2" 2 8d 2 8d BCI 5000s _ 11-7/8" 2 8d _ _ 3 8d Clinch nails 14" 2-8d 5-8d - when 9-1/2" 2-8d 2-8d BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI6500s® 14" 2-8d 5-8d V_ 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI 60s® 14" 2-8d 5-8d Tight fit _" _ 16" 2-8d 6-8d 11-7 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. I BCI 90s® 14 5-16d 5-16d required when indicated or 4' max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer 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.* Use 10dx3" nails at I blocking panel *Non require additional ca.valuala.ivi I. 6.� A 1Yz" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN %22" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. ,Install tight to, top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap --- � Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist henger. doesn't meet height - ] requirements -0.6 X Joist o depthlo I —JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--' • SEE PLAN FOR--'•• Q . • FOUNDATION INFO ' ' d• STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A * (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENETERED @ PIPE PENETRATION 1 WWOi� 1 !1 1 �1.. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE W SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION .� 4'd ,d d 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 d 4 d d 4. d d4 G •4 a G 4 , d 4 d T rr 4 SEE FND. PLN. 00 SIZE & REINF. 'D VVIV :w` < rn 5� •�'••. L o •••.....••' Nttlkotl " To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 8 a N ik do �i a. ycN�M W US�LLa as W 0�rn d Z La o ° °y M Z Q O J ❑[]� W z z o v -, - d N 13 N � z U 0, f13 �n � W-O LnU ftS �-- U w �— E $ i _ U � • Q Y � ° S� ti Cw J _ IQ w 00 zn �a Q ~ C6 � O a6 o _ a E �Q �8 W, �z N� '0 ow W �3 a�Ln i; LL O O 1z <$ �5 O 2 SI4 e CV Lo L T D > .2 m tv CO Lo -0 o a O) N .� 1:C r- 10 00 � 2 T E N z C d O E U -J J Q O J JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. SIN 1 its w 2 -IVAF- —T,/)- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd FITS ____.._ -- _. - SHEATHING REQ'D. FOR ALL 11 ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING no MID HGT. FOR E FOR WALL HGT. > 81-6". EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z __ ________ _ SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" 1 APCONS @ 24" 0/C & c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)1Old NAILS @ 6" MAX FROM END OF 2 x PLATE E -- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" C' — "° STEP, SIZE OF FOUNDATION AND A2 x3/16 PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4 (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' `' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 t+ a A.F.F. O.C.) 24 x ATTACHMENTS 2" (2) LAYERS TYPE I OR TYPE II a -- - - ° " 11 WWF OR FIBERMESH " WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - ° ° 31/2 MIN. 31/2 MIN. 1 FOR ROOF PITCH 4:12 OR LESS. D — ° ° ° ' ° • ° 4 a ELEV. 4-3 1/2" Z FOR UNDERLAYMENT — 4 ° REQUIREMENTS SEE R905. a ° ° a ° ° 4 2x4 CONT. a ° A.F.F. $ e e PRE ENGINEERED WOOD - , I • ° a ° , a eT 1/2"(min.)- 4" a — 1/2"(min.)- 4" °o n e J� t, e TRUSS @ 24" O.C. U.N.O. 12 _ _• n I I ° 9' ° a N o0 R -,- a — ,_ 31/2"(min. - 4" —]� 60 a �_ — 3112"(min.) - 4" HURRICANE ANCHOR @ EACH (TYP) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8„ — I *rv Q GARAGE DEPTH VARIES ° — _ 1 P U" METAL PL. UNDER EA. TRUSSM ° ° • g ° — MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'�" 8" (2) #5 CONT. 4" iTf ,4 81 U.N.O. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP KOCC NAILING SCHEDULE ON SHT. „_ , „ SEE TYP. WALL SECTION SCALE: 3/4 -1-0 SCALE: 3J4 -1 0 " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 S3 ELEV. VARIES FOR ADDITIONALILLLL� SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP 50 STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N•0. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B Eem S�GJw\,'( pG5• ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ M�N�MAo S SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \�/ 1c"� (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s 8'-6". (2) ROWS EXTERIOR WALL NOTE: 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd FITS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 wl SIDE IF APPLICABLE. " 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" (10)10d NAILS 3RD LAYER 1/8' THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. NAILER C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL @ (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7°EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) „ " WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600# TYPES MORTAR ) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = W/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP. �- 2x P.T. PLATE PER MFR INSTRUCTIONS P. e o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1 x2 PT WD FURRING @ 24" O.C. ' ' GRADE `,�, k-= ° ' ° a C ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi — — 4 T FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a p . • — — r (1) #5 VERT. IN FILL MONO OR STEMWALL z M > 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN o = LIJ w �— — ° — ° D D to a -1 R 1 7/8" U) Tr U.N.O. ° _ _ _ 6 MIL VAPOR BARRIER FOUNDATION PLAN FOR CLARITY _ e. • • r — T _ _ #5 REINFORCING BAR FOR LOCATIONS) p p o ° o I= I=1 I=1 I=1 1 1= I. � �„ z — - 1 x4 P.T. BASE NAILER ° I = = —III--L I I = ? ° �- #5 LAP SPLICE (2) #5 CONT.—,T ,� 4"x4" INSPECTION T NOTE: n p D =1 ; ON 3" CHAIRS PORT AT EACH g III=1 =1 —I I— I —I 1= 36- MIN. LAP [36" MIN. LAP] g�� 1'-4" $„ 31/4" BASEBOARD FOR BEARING WALL COMP. SOIL. (COMPACTED TO — (TYP.) FILLED CELL TYPICAL _ _ _ _ _ — __ — _=i 95% MODIFIED PROCTOR ASTM — — 10" W/ UPLIFT ONLY _ r- MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1 I I=I I I=III=III=III==III==III=III=1 I=1 1=III= I =III= I= I D1557) — MIN PSI MAY VARY PER cn -� I -III— I=III—III—i I=1 i=1 I=I I= I=__ I= I=III=III= 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE fill II II II �_�. I I-1 1-III— #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB WFOR X6 n- DECO FINISH FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" ��_ �_ �� "- � �� „_ ,_ „ _FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3J4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. E � L e eP 0 Z _ I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► z min. 4"---, 1 4 BARRIER u .I ° ° " ° GRADE COMP. SOIL. a ;0 — (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR SCr E ENCLOSURE ASTM D1557) - (2) #5 REBAR CONT._/3" MIN. CLR. I 4 (1 STORY) STD 90 NOOK (SEE ' '-4" ON 3 CHAIRS TYP. 4" 1 V-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS 4t i • w 4. • f. 4" °P :'. SEE A/S3 OR J/S6ITT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW,) GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS N C7 ,•.: .: M � . • • • Zr 7.:. '; 4„ °Q SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN • a •' INTERIOR a.. '4. -31 „ CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 •E — M 6 MIL VAPOR —_ BARRIER 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE PLAN r FRAME -DOWN FALSE BEAM w/ (3) — I WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR " " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � a j w 6x6 P.T. #2 SYP J W LU UJI ABU66 Cn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 €��, SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 0 -0 FIN. FLR.Q% IRV ••'� �, • S E F UNOATION •�. CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 314' • 1'-0' SEE A/S3/J/S6 I L 8" I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS a S.G.D. rm_,� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS c� TO FOUNDATION PAD E !6 CONT. FOOTING STEEL MAT REINFORCING. ' 00 - GRADE — _ a ° alll ;III=III ° ,. I=III J =111=l' Z Uj o I=1 11=1 —I 11=1 —I 1=1 W o� IIIIIIiIII a a4 I—II—III_III_— M_z z "' on 15 I I =1 1—I I—= w III III__ —III —III —III —III- III- - III — III__ FOOTING Ell I 1 i 1 l 1� i l l l: � _l_I_I; ,I_i -I I I -III— ' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN"� SCALE: N.T.S. S3 -77 SF - COP To the best of the Engineers knowledge, Information and belief• the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. q� N0 ♦, N(14 Co Le # a di LL M CN a W rn ul 0 JLLLL Z �appj _g� 2 o 0 m11 J Warn ¢ o IL 00 &, 0 N rM Z O 00000 W z z a �N z �4-J LL LL, U � O U U Q Of c � � S■ M C w M EE oLLZo E go Zo N ~ go <Q kaJ C Y m0 = z U)J a i W � z- O01 Lo L G1 N 0 CO F ^C^'' M W ca 2 Cfl cLO O E 04 C d Z = E Q d w 5 a o .. v $ a o JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. S3 m N IF 2 pe c� t N m n N 115 J c 12 6 N N x0 b a N N C) N Z (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION. CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK e 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F- « 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 EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) V--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ;TENSION FROM EXTERIOR WALL SCE OF BLOCK WALL IS 21/4" GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■lia!��!Iliiltil l�l�!1W r :.::. -■ , •- • • F 1 I"MIN ME --1 lidv �lII' �IIIILM W■III II�MT■ —'III Il�� i1 �II� _II■� IIII�. NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE T w O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ..,' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sF p�tioow L9^, 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET UVVr\ I FlMaR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 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 SIMPSON 1'-4' 1 (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) 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"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 0R SIMPSON HTT4 TYP. 0p U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 aE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) SEE ELEV. SIMISON SP2 w/ (12)10d NAI AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION 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 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 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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. 900 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 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48, SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END �7_ U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 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 REINF. INFO. TYPICAL INTERIOR NOW WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0:. • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 -2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE f- 2X BLOCKING `NAILED INTO 10d NAILS @ 6" (2)16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 2X8 WALL ABOVE PLATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES crE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SPi SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON SP4 • SIMPSON SP1 w/ 00) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 0 MAX. (MIN. (2) PER BOTTOM 4 / a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 i 0 "- �A v �40 01 .'%A'�o� DLO •�- E S S 10 ; ` ` /lrrrnl �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 81h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a H �p pip O � N N ik 0 2�;rn w Q LL LL a N N a LL aX z 1 13 3 _9LL �. W L $ O N i2 m ¢ o Z t°��inrn to N O O N N Ma 3 ZILO 0° W z z F z o_ Ln z . O L Ln c � M w J Eo o ° ccV i a O 20 O E N a < gg ¢ =: ~ g � m z M COCY 0 yb�y. 83 33 y Z �U z W �z$ 9 81 o CN = Lo L � m W � .= C) o ca = (O MCI U-) .0 0 O C) ■� T .J N OLO T CV t N �_ T E M c 7 N T 0 E N P °3 ` a v o JOB NO : 20-6578 SCALE : AS NOTED SHEET NO. S4 m N 0 11 m N s 00 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND SHEATHING DETAIL @ 24" O.C.7 NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR - FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB ]1\GYPSUM @ 8'-0" 0/C• EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO /16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 2" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/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 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR X-BRACING, AND TOP Cn " NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION " `� SHEATHING DETAIL 11 1/ " 2"x4" CROSS BRACE WOOD TRUSSES ao to APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d (� 2X4 PANEL BLOCKING 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 @ 48" O/C FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2)16d (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 & 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)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL z 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ll TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT D EACH JOINT W/ (2)1Od & (2)1Od EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & 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 (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4'T' ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ '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 -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" J BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. CJ'5 SCALE: N.T.S. S'CJ SIMPSON H10A w/ (18) 1Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 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 W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD `art JACK TRUSS xT `Yr,==t_rs SEE PLAN FOR i-,c-, CONNECTION 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 2x4 "T" ON TOP OF PANEL-' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ ` EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON .,ILS. (ONE INTO EACH OUTSIDE OFNON - LOAD BEARING LOCATION B.UCSAME OF ROWS SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 71NIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 2"x4" WOOD TRUSSES OCATIONS 10dx3" 0/C TOENAIL 6" O/C @ RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 �• • •II. • �° rll°.• ° .• dl• \• �' N •Q II °• °_° � � • • �R a • °. �I .a ° °II.•• • II •• • •°° -° �<° CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA W/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU M__�MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" V0" - T-O" Y-0" - 6'4" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT a0 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo o CORNERJACK (7 Y a v s Z Cr 0 U HIP FRAMING REFERENCE PLAN E S5 0 z w a 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �YIII �AI�RII NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS -M 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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r ` C)FL ' slot, I it To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Retidential Bth Edition. Engineer's signature end seal is ony for the structural engineering portions of the drawing pages beadng Engineers signature and seal. 4 p�p g V0 Lo a �ppie N u� N J ^ # to LL i n LL J d a N LL 9 U ow W��°' LL Q ° g4fgy C14M Q CJ O J oU z ❑❑❑ W Z �= Z� Z J (n V) Z ■ '_ �OW V) c •, c M ti� J E affR RR 8 vo w� ❑a Z c:� Wwq�y�8 Wy� � zt C ns o �t55 3d U WCL 8 u K yLL CV Lo � L rn n1 W> U 0) .= .-. < C > O as CD U) o a O N = (V 0 r r 00 ^ E � � T N iii o Z Z a E O ci _j ¢ o JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED Z:7 WOOD TRUSS @ 24° HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF I FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER •j PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL a NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU 0 = 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) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_I= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 rB"'Y R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE ,S• 6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT O OR FELT %E77PLAN PAPER FOR MOISTURE • BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS —STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"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 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M EL LU v 4"0' INSPECTION PORT AT Cr a EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. a y AT GARAGE CONTRACTOR BASEBOARD L" TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY 410 6" BELOW GRADE 4. •. FINISH GRADE 00 6x6 W1.4XW1.4 _ ^Y WWF OR FIBERMESH �"`TjT'' �STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--t *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 L9 �1•J 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" _J 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 0 F 2x STUDS @ 1^" ^ 2"x BOT. PLATE (2)1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 l/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8)10d NAILS TO STUD PER STRAP m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16"O.C. 2X P.T. PLATE . f d f. f /— SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ... ' . f ' p ' - . 4' t[) 11 ' (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: 3l4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB —� EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET (2)- 2x TOP PLATE BEYOND I 15r32' OSB C EXPOSURE SHEATHING w SOLID 2x BLOCKING @ ALL SHEATHING 9j F C OPENING EDGES (SEE SECTION X- x w a� �w C x E 2x STUDS w BEYOND, y SEE PLAN O (, FLOOR SYST M 1 11 ju A 2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. Q Q Q 5 FT. 4 FT. ZC� 5 FT. 4 FT. n O Q 12 4 FT. 4 FT. Q O 0 Q 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z 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 C7 (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD w (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24/16 o v O —' 8 ;� �e SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH m PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO , STUD AND OR BLOCKING AT ALL EDGES. O LL. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES v AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 318" "S" = NAIL 3/8" SPACING S 3ra" S 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL NAIL INT. AT W O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END FSURFACE E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO WI (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.aTira�urxi"r S6 &NAILING SCHED. SECTION X-X sF p�Noo� lqN 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH .f -111=1 I I —ICI I I -I I I11111111111111 f: ^i11, IIII IIMIf—I (3) # 5 REBAR ON 3" CHAIR 4" 114" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 (2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) 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. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. 0 4 tillr,.�� �\ SE \ 46�2 Q "J 0 ;.. -� Pt '• FLn 01,�: S S 10 , let 1J1/Iflll;'�1:;1�5 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W -4 8 F2 0 40 11-� # LL 9-1 aj M Wa WW fN LL L 0 Z U. � R R OC W L = (S 0 No N �-.m d: W Z & 0 o N Z ♦? J V ❑❑❑ W V M Z p®N Z 9 z ¢ _ Q-Ln � V I �M N Co 4-J •U ... O W s �� N 03 U A Qc Q 5 sr fe (Q�^ (7 M N z __j U_ ce E .1 SLL > R z• a a M*g8 oa Do zC C14C)m a�12 g8 ��9 w� � N C .8 z J �3 s W Cx CU 3 90 (L a, Mjilia ; 3 E" Lo C° T ^L' W cc .' 0) T_ Q (D C -6 CD vt LO o 10= . � 04 0 T r CD CD 00 C E M c CV r o Z m a 0 ¢ l; J JOB NO : 20-6578 SCALE : AS NOTED SHEET NO. S6 00 N 0 o^o N 0 h 0 S= S' 3 N N E LZ — J- V CL N 5i �i ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTCH—, H INTO STRINGER D --2x8 BLOCKING FOR STRAP L--1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: T = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS rnP'% r11P\r ALIT% P%I ILI 1\Irr%M1AA'r1r%L1 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-AX STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST VNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: � =1'-0" JOIST 0 SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL ---2xl2 SYP BEARS IN WALL '--2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN k 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 /Z 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS PT NOTCHED INTO STRINGER 2x4 SYP BLOCKING ` FOR STRAP /2x4 AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) / \ CTI ON VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �9 -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 202 �J ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/}" X 2 TAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/ I" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH TOP OF STRINGER STRINGERS G­4� R E2x4 BLOCKING FOR 2x12 SIMPSON, 35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ JjJ CTION VIEW "D" SECTION VIEW "E" BULLNOS SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL xl2 SYP 4 BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS .1 0 4 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) H L/2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER —�/ FOR DRYWALL SPACING E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C —� NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR ' (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT .TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS VARIES ECTION VIEW "H" SCALE: 1" = V-0" O �C �v 26•" - U elo pF� o,� P �� -' FAQ .•' co ��'i•, O''ESSIO���� �\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N ♦, C� C pNp LL IAA NP_ u LL a aw c�LLu: f a Z a' tm� o o dim f6 N W �T0) JQoa _ IL IL � N2Qpy MQ W N UF-� � V ❑❑❑ z z� Z a _ a U) v�C1 QX 2 l 0•U Ow M � c s, as �U., � M W Q J o W' � zo z t`6 CL N S z z ��. wO �� a '0 c �'ti g ZN� 3 8 �z W .3 �W JC CD o CV 124 > Lf E ^L' O ,W .= to O LO '� tD 0) .� J 0O r N = � r E Z c, N r Z E Q E U v :3 � c a _j ¢ p JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. ST �l"Ill' 11E! ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING FLOOR JOIST STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 I F 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING 8 SYP D 2x4 PT NOTC INTO STRINGER k0kD 2x8 BLOCKING FOR STRAP 2x8 SYP f-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - 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 117r1110 MOM AAIM MI IAI 1K101%MhAATInAI 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO 1 STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS E-� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON I 't2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS V 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: it = 1'-0" 2x8 SYP -2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL ' - -2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER :1 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 /// A I 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'a 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/J" X 2 t" TAPCONS @MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER \ 2" TAPCONS @ MAX. 32" O.C. / G.1y TOP OF STRINGER STRINGERS R E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED $ SCREWED TO PLYWOOD DECKING BULLNOSE SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE,AT- STRINGER CONTACT POINTS �7 SCALE: 1" = 1'-0" x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIX/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK `-2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2X4 BLOCKING C-� NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POSI (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST 1 POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING F SECTION VIEW SCALE: }" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" ``t`�l,`<<4titttEftP <0 rr,�, zrrf1. F, N ,^ C `/�%•i v"ESS100 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Rorids Building Code - Residential lath Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0LQ 0 Q� J U. J u W LL n a 4in yr 2s C J M Z a W y LL LL S a t9 0 -�- � g C y� 0 F L—_• Ym m 00 W r� j02 z LL 00 d iQYpN N Cl)Q (3 z 0 000J W z z- z g a U) N z C9 0 � �U C, W 0 LU 8 U NC, On - co M w zo U_ E o �o Q @ (6 f C �� X U wa Q 0 zg� CV � w L *° wo o _ j � � ti i NO �& �QQyw zQ) -A b 8� IN at�l U W ANNT IZtI IIIIIIIIII� 8 ' O CD � il< � 3 0 `CV124 = >L6 m ^' W � m C0 .� O N C- T = ��CCLO J O r— ili E r cV r Z c � E b •• c EL U p JOB NO: 20-6578 SCALE: AS NOTED SHEET NO. ST a 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. To PRODUCT — TO PRODUCT APPROVAL MAX. 8„ PROPER INSTALLATIONDO NOT DO THIS ' 2-x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR TYP, ` ( ) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 8d 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ @ 4" 0•C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 (TYP,) BLOCK@ SPACING �� O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH D. 90 HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS ��BT 3 DETAIL (TYP.) STD. ` Ij @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID (T BOTH CELLS HOOK (TYP.) FWEB NAILS 10 FACE NAILS 10d @TRUSS VERT. R TAP DOOR JAMB (REFERji- TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END WI MIN PRODUCT A 0TO LAP SHEATHING TO DOOR JAMB (REFER TO DUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ H 1x4 / O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ +2„ NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ 2x8 P.T. ATTACH SECOND PLY w/ ' - ` w/ (4) 1/40 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL t5„ FIRST 2 COURSES NOTCH WEB AT E '' ` K.O. BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL v FOUNDATIONPER PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN, =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1l4" MAX 2'-0" 8" SOLID WIGROUT ` 1 X 4 FURRING � SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION :d 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 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 DPAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG ... CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ,.. INSTALL WDW. SCREW ANCHOR---'2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 1. ' ' 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 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO T-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y? WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 1,0v 4' MAX. RAD. ARCH DETAIL :) USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS FR TO TRUSS TOP CHORD q MIN. 4" EMBEDMENT AT 16" O.C. h CFNOTH , rr 1,-O„ 5 -O SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ''� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >,► ' ► „ EMBEDMENT INTO /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS • ° #5 BAR BLOCK HEADER 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + SOFFIT + �' ► ► D [::::CENTERED W/ o' 10' . ► BLKG. &BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP ► • IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS ► KNOCKOUT/ � � - ' I � ' �• '; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O CONNECTOR -� I =- b PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING - I .•,• - •�, i' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN —� AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 24 CLEAN FILL • 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT a z TO BE INSTALLED UP PLWD. BUCK - „ MAX SEE LAN 4'-0BUILT PRECAST LINTEL .�: • STANDARD 4 90' HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL " •; * • �� " * -; 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC M 4 AX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ MAX. 4'-0" ( ) j ; L ; .: . . ... . .: . ; ' INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" f ► " ► ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L SECTION ROOF EXTENSION M REINF. PERLAN AND STEMWALL B B MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 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 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) ) g T IN. 3"CONTOCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' .t XIE EPDXIED Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-011 EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER �� 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c� A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o' a w a REINFORCING AS FOLLOWS: I¢ a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ,,.: ``;, ° e p . #5x6' EMBEDDED INTO , . * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ ° ° U ? ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL cn ui FILLED CELL SMOOTH. DO NO FURROW. N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE °. ' ° SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " p • G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: "' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r > ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. \r ago N U \JO Der O�FSSION ',r��rl'llIfftit't0V `\ To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o � V N N tm « I.-C N J cD LL J M tANN�2 ` U. lL �p LL LL d a N M •/ Ili — CD L�o(p �i�rn m m O W d o o r2 Q �U U ❑F❑ W z � z � z N z C'7 'lU C, OLU to c w = Ui x. U _ Q o M M n J LL�F aE E OV �£hs i2 yppy; Za oa ZN ro $ <O 7 �O z N C C x� ZLL r 8 ° W a a= �W y CV _T7 > Lo d W � '-� 0 /CA'' m C0 W 2 � Ln 0 0 IUD o Ln E r0 (0 N r N o O E U < M a. _j p JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. SS LU 2 CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 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. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 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. DB_,�+l 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS •1/ L-I%JU `W L�VI r 11\VVV ♦v"L 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. `/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM .k „k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt HIP G.T (2) 2x8 #2 SYP w/ O.S.B. FLITCH PI TOP @ TRUSS B U.N.O.ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS iIMPSON HUC410 w/ (14) SEE PLAN 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE tOOF PLAN FOR MORE VFO lo SEE FLOOR PLAN FOR11 COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) AA SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER A SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"= V-0" BM. SPLICE OVER �� CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO, VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES , , , -, , „ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLSEE TRUSS NAILS AT BASE & SIMPSON w/ 12 10d NAILS AT TOP ( ) 2x4 #2 SPF BRACING @ iSP2 NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO.EY 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE - TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR 2 12j NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD SLATE MORE INFO. TRUSS LOW ROOF/WALL STUD SCHEDULE SHEATHING ATTACHEOILD PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD �; NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR -x.f 1 1/2" NAILS TO BLOCKING s SIMPSON MTS12 w/ EACHTRUSCOMMON j'� BELOW @ 16" O.C. WOOD WALL OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ -- (14) 10d x 1 1/2 NAILS -rYp TOP & BOTTOM f' SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR.. TO FLOOR GIRDER f - -" - NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON - OD (3) 12d TOENAILS TO �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOOPLYWRING TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL 2x4 #2 SYP P.T. PLATE „ 16 FLOOR SYSTEM FLOOR GIRDER OR BEAM SEE TRUSS PLAN i,, • BEAM BELOW: SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. �� SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION@ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS /;��r ♦����������1tfliiFt P k � F..OR" 4'QO. �r��� ��tttSt1�tU �!\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N J y n aC� � Co W_0 _5 0, N st W � a rn r� � LL LL n. `�' aW W W a 0 �LLu -vim �ZO = tg� °� o N t0 m W o r— ¢ i CP J Z L co N O N Z ( O J W a U ❑❑❑ z z � z Q _ d N to �Q) z VC1 - , Cz 4 M V w 0 Q) V) LU �N f �1_ �a as L=u 2 Y _ • sr o J 9 E a £�_ Q cc o a Z� o � a J 12 ON > Lo L � W c� 7O _ a L1. � T CD C o ^' mca � ,� V 2 c Ln '0 0 o N 1: 000 r N N .�— to o E O E U u? M c a _j Q 0 � JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. D1 L0 N CAD 0 0 l N s 00 r- LCJ CV Im 9 n €s Q FL E N N rn 0 d N N t< (1) SIMPSON LSTA30 w/ (22) (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS v FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • KIK 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM •' SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1Od x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF '• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ' G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d oo EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4"TITENS CENTERED •� � SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7)�10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @EACH PROVIDE BLOCKING TO FLOOR WINDOW TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 1 Od NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD CONNECTION IF MSTAM36 NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ 11 1Od (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE I,110 C `� AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS �' O INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER SEE OE 5/8" A.B. 24" O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS () @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION PLAN @ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7 , ' 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION FLOOR SYSTEM OR BASE PLATE =4 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 v W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. ;:. (2) 2 x #2 ' ' 1 1/2" (USE SP8 FOR 2x8 .�, WALL) @ 24" O.C. J EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. ` JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) ' r STUDS ARE w/INCONDITION WALL SYSTEM A.B. TO TOP PLATES ,� BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR OLT'w/ BOX HEADER E F fYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. j F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6X." EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND " 2x CRIPPLES @ 16 O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT " SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS T— N TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • " 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 1Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @GIRDER % IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. I LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. I _ _ �O_°.0 I .G.o V. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ SEE Q/S4 FOR REQ'D JAMB END OF HEADER INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 'FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B _ _ THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3,� 0/ F.�-T FN 2x CRIPPLES @ 16" O.C. F 2x SILL PLATE W/ 12d TOENAILS. F O?k�T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR JAMBES (1) (2) OA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x / (2) 10d TOENAILS AT EACH EXTERIOR HEADERS N LS30 w/ (6) 1�1/2'" END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 1SOd xILL EACH SIDE ALT. HEADER AN C H O Rjjjjj,, III LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 4 FEET OPENING NAILED TO STUD 8 IS GREATER THAN LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 1Od TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL 4 IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS NAILS W/320 NAILED TO STUD PACK ! FLOOR DECK FLOOR DECK @ O.C. BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. 0 AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. I I rrrr�,,,�� ``\�`��arr►I • Rt _ U v 56 •= ��•• 4 F L 0¢ S S 10 N P `� /i���Jtll t t I ! 11Itt1�\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. -J Lo 0N !� N LL __ ik T LL N di a 2 a�MM C W W CJii F$ a a LL L .2 W CL Z (m 2 co ¢ga N M O_j W Q � v ��❑ z z z r; v d � 0 ' co OLAJ N c d c -o Q li o W Z J wo oLLza s a1.1Eo 18 °w a z N _ S �Z '%' s zg� NJ �N �I LN Lo L T ^' W c� a _ c > (O � c `TT LO 0 O No 0) T N = � C,4 r E T N r- h o Z E JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK t 2) SEALANT JOINT 5) SEALANT FROM INSIDE WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ ") WEATHER VE BARRIER & MILY SECURE WEATHER j- RESISITIVE ,1V BARRIER TAPE -r rnsBEMBLED WINDOWI II L 1 L HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as I# in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING NAILING FLANGE � L11J1 111\V 1 U1J1 111\V SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING E Q AM SELF -ADHERED FLASHING 3" MIN 11-411 PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a- m W a fn w W Ix cc W x Cn DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 z SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH V, SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER .� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 00 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) -- - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS (\S\­,N JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB 4TH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in autters. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all W U C --- 27 C. - 0 0 cv O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural englneedng portions of the drawing pages bearing Engineers signature and seal. a � Ea C7 papD 'N N 9k C Lo V C 91n? _J �w LL W Q tnti mLLli a U..ejrNim w Iu UJ a0.. ZJ cc R' 0: be Z5pa G 0 in m ¢ Wr°n O1 O o Z � N Q N M p w � Q � Z W CD Z i3 co z § Z n �- Vn i� CD (D Lu j •U O-� LU � U � UJ 2 c ¢ N 17/ o MZ w o wg � ii E s Zo cc o Z - E N o� o� gz � (v NC .p a� ¢w Q Z _ c C: x0� g ;� 18 WT U ig� E F� LN > U-) L rn m c� .' CT) 1..� m a 'a 0 a N N = 14 r r M T 00 N = o Z Z E O ui rn �' to d E I < Q J JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. W P 1•IrYIW101ilnW tl li .� _ l ,. iW�,l.l, ; l §§99mawff Mounting Brackets (10 Geugei 4-112r �x+1 x 2.12 w a f e 1'r Back Cross Support (May be tut to W) Anchor See ttic Schedule Right Bracket (16 Gauge) Bolts 1 fT Dia. A325 Daly. (TYP,) a o � • #14 Self-DrillkV Screws 10,5/8" A/C Unit Sonoran Edge Hurricane Strap (typical:3 In front) Washers Front Cross Support Pp Self-L.ocking Nuts (May be cut to W) Left Bracket 16 Gauge) ) Art4 B -Drl n Se rrvasThruBrackets & li Sc Sack Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) INSTAILATION INFORMATION SpL. & i-daama Itia>vairm •9r imices itillocid with min HamoYM Air Mass:. RaMedSrai CkasiiR� aa.aaile ypetl ee9wrt Florida Department of Business & Professional Regulation Pace 1 d2 Building Codes and Standards 326MIS Product Approval Application Detail 2291 tID1IhLs[ 291 20 Deis Pendiro 291 MW i airsk, Rod Revision 2017 Gulf Coast Supply a Manufacturing, I.I.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 101102017 10/172017 12M=017 Approved Category: Rooing (352) 490.0778 PE-75519 (334) 300.1800 Subcategory: Metal Rooting 10100gul/coastsuppy.can compiler" Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer il0rlj Product NOW, Numbs or Nelms Quality Conraa Assurance Pr colraeon Data Aoorovad for use Adoroved ID KVNZ outdo for Use NVNZ Impact ROMSIWK Doslan Pressure 1 0.0328qud; Aluminum 5V Crimp Min 0.0328quok 5 V Crimp Aluminum Roof Panel 04/122D24 No Yes N/A +N/N aver 15028quot; Plywood -108.5PSF 2 0.0328 tud; Aluminum Gulf Lek Mn 0 0328qud; Aluminum Gulf Lok 168qud; Wide 04/122024 No Yes N/A +N/N Rod Panel over 15/b28qud; Plywood -116.0PSF 3 1&qud; 24gs. Gulf Snap Uclud; Gulf Snap 24 Ga. 17&Wd; undo Roor Panel 04/122024 Yes Yes N/A +N/AI--131.OPS over 15/328:quot: Plywood 4 1&qud; 24gs. VersaLoc 18qud; VarsaLoc 24go 16.58qud; Vide Roof Panel 04/122024 Yes Yes N/A +N/N Over 15A2&quof; Plywood -138.5PSF 5 18,quot VersoLoc 0328qud: Aluminum %chid; Vsseloc min 0328qud: Aluminum crow 04/122024 Yes Yes N/A +N/N 15A2&qud; Plywood -101.OPSF 6 1.5&quot: 24go. Gulf Snap 1.5&qud; Gulf Snap 24gs, 16&quot Wide Rod 04/122024 Yes Yes N/A +N/N Panel over 15/828qud: Plywood -116.0PSF 7 1.5&qud; 24gs. VersoLoc 1.5&qud; VeraaLoc min 24ga. 1684uot; wide Roof 04/122024 Yes Yes N/A +N/N Penal over 15A2&quof; Plywood -123.5PSF 8 2&quo. 24ga. Mag l-oc Min 24 Ga. 2&quoY, MegeLoc 1188qud; wide Rod 04/122024 No Yes N/A +N/N Panel over 15/32&qud; Plywood -108.5PSF 9 24 Go. Gulf Lok Min 24 Ga. Gulf Lok IS&quot Wide over 15A2&qu M 04112024 2 No Yes N/A +NM/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AF93.5PSF over 1k4 Wood Puffins over 15✓328qud; Plywood 11 24 Ga. Gulf Seam Min 24 Go. Gulf Seem, 1 3/4Mqud; Snap Lock, 04/122024 No Yes N/A +N/N 188qud; Wide Roof Panel over 15526quof; Plywood -108.5PSF 12 26 Go. 5V Crump Mn 26 Ga. 5V Crimp Rod Panel a✓er 15/328qud; 04/122024 Yes Yes N/A +N/N Plywood -158.5PSF 13 26 Ga. 5V Crimp ken 26 Go. 5V Crimp over 1502&quot; Plywood 04/122024 No Yes N/A +N/A/-131.P8F 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel aver 10 Wood 04/12/2024 No Yes N/A +N/N Pur2m over 151328qud; Plywood .156.5PSF 15 26 Go. Gulf Lek Min 28 Ga. Gulf Lok 16&qud: Wide Rod Panel over 04/122024 Yes Yea N/A +N/A/ 15132&qud; Plywood -181.OPSF 18 2S Go. Gulf Lok Min 26 Go. Gulf Lair 16&quof; Wide Rod Panel over 04/122024 No Yes N/A *N/AA63.5PSF I M28qud; Plywood 17 26 Go. GuffPSR Mn 26 Ga. Guff PBR Roof Penal over 15/328Wd; 04t122024 No Yes N/A +N/N plywood .154.7PSF Florida Dtlpartrllert of & aineae & Profesisional Regulation Poge2d2 Building Codes and Standards 30111wo Product Approval Application Debll j LIM Annrosad far Uw Ausionood �t for Un bmad Rt291a O RIM 1 26 (?a. GutIPBR Min 2B Rod Parcel own 1s4 Wood NA -NAIV PuAns war 15A28qud; Plywmd -151.7PSF 1s 28 On. GutF01R Min 28 Ga. GhaPSR over 150112Aquok Plywood 041122024 Yes Yee NM +NMI -154.7PSF 20 28 Ga. Gu8P8R 26 Ga. QLNP8R over1a4 Wood Pulls awn W=024 No Yes NIA 1Min 316 ; PVwod 16AW PBF 21 2600. 01.1111114111 Mil 26 Go. GiARib Over IN4 Wocd Fortino aver 04/I22024 No Yes NIA 15r828quot: Plywood 184.2PSF 22 26 On. GUHM Mein 26 Ga. OL Rt6 over I fiWAqud; Ply anad 04(12/2024 No Yes NM +NMI -159.2PSF 21 28 On. Gh9Rb Mar 26 Ga. GhaRb ever 1 V3116quict; Phevood 04/122024 you Yoe NM +NMI -159.2PBF 24 28 Ga. G61RD UM mib o tr4 Wood PunitivePunitiveam 041122M Yes Yes NIA V 28pct; 7&t 25 29 Ga. GutfRb Mar 2s Go. GLNRb over 1r4 Woad Pura. over 04/122024 No Yes NM 15A2&*M; Plywood SPSF 28 20 00. G11IRb M9n 29 Gs. GuORb ever 1 W328quat; Plywood 04/122024 No Yoe NM +NMI -146.OPGF 27 29 OL G ffm Min 29 Co. Guist* over 10 Wood Pill*" err 04112r2M NO Yes NM +NM/ 71188grct 0.3.6. .101.OP SF 26 29 Go. GslfRb Mar 29 Ga. OU Rb over 711 sgquok 0.13AL 00=21 11 No Yes NM •NMI -116.OPSF onsbabla Coda Voislon-. 2017 FL a 11651 Apploollo s Tyge: ALL Product ManuheMnar: ALL cereaeel: ALL 8ubcata0my: ALL AppftFAon Storrs: ALL compliance Method: ALL G1raMy Asosrssee OMay contract billiked: ALL Product Moduk Nactior or Mabee: ALL Product Description ALL Apprandlow use In WAR: ALL Approsad for sees os6lde UWfZ: ALL Yrrpect Reaisds, ALL earl presses: ALL DNS from: ALL To: ALL_.- �� mmmg go 20 Data Iwhdro 20 zm ii✓ersion ymudoa9 RlioMill PACAINIMI Revision 2017 Smad Vent Products, Inc. Michael Graham Hermes F. Ndrero P.E. Locke Bowden P.E. 080`172018 08/172ole 08232018 10/082018 Appro✓ed Category: Structural Components (877) 441.8308 PE-73778 (334) 300-1800 SuloCalopory: Products Introduoed as a Revell of Infoes artmt.com New Technology complis es Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Awl MetalProclud Dosiefloblon Aooroved for Use AnoravedfarUse IILM 2HWdL19RfTh ll➢� A2d" l erltlYra 1 SmadVenl Mode101540.510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NM .1OO/-100 2 SmadVenl Model e1540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +100/-100 3 SmaTtVent Model 01540.520 Insulated Flood Vent 12/312020 Yes Yes NW +100/-100 4 SmartVanl Model X1540-521 Insulated Flood Vent 12/312020 Yes Yes N/A 410D1.100 6 SmadVent Model 01,1540.524 168qud; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A 6 SmartVanl Model 01540.570 Wooc Wall Insulated Flood Vent 12/31202O Yes Yes NLA +1D01-100 7 SmadVent Model01540.574 14.58qud; Garage Door Flood Vent 1213112020 Yes Yes N/A N/A r Y r .f Mr T 3 It I n. 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FL17232.3 FL17232.3 ESR-3445 ESR-3445"".__._.......__......-12/31/2020 12/31/2020 HU212-2 HU216 FL10856.4 FL10856.5 ESR-2549 ESR-2549 12/31/2020 12131/2020 16-3 FL1 7232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/'31I202(1 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 1 1 2/3 /2020 HU28 2 FL10656.4 - ESR 2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10855.9 ESR-2549 1213l/2020 - -HD412 .... ............. FL17232.4 _...._..............._.. _.__.._-._._....._.._..._... ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31I2020 HD610 FL17232.4 _...._......._..._...........__.........---------..-._...____....._._............_...........-_-.._.._.... HD0410 FL17241-7 ............................... -_._..........._....._......_.__.._........... ....._.__..........................._.._-....._..._ E SR-4 1 ! 2/312020 HUCQ410 FL11488.11 SIM200804 12/31l2020 ...._- HGA10 .._._........._. -. _ ._.._....WFL1.7699..1................._. .._. _. ___...._.........._................Evaluation Report.._..._..-......_.........................12/31/2020 HGAIOKT FL11470.4 SIM200803 12/31/2020 _._ ............................... HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAMIOKT FL11470.4 SIM2008M 12/3112020 HHCP2 FL17236.7 ESR-3448 12131/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 _ Evaluation R ort 12/31/2020 HETA16 FL11473.5 SIM200802 ...I23112020 ------ -- HTA20-18 _HTT16 __......____.__._FL17680.4 ....................._....._...._....,.._........_._._._. -- Evaluation Rart T 12/3112020 HETA20 FL11473.5 SIM200802 12/31/2020 FL17324.2.._ Evaluetiori R ort 12/31I2020 HTT18 FL11496.1 ES-0130 12/3112020 _.._..........._...._.HTT45 ............._ ...._.....................-FL17324.2- -................................ ....__..._....._ Evaluation.Repat_._.................._.__ _.... _12/31/2020 HTT22 FL11496.1 ES0130 12/31/2020 .....-......_.....__.........._... HTW16 ............._........_............_FL17244.8 FL17244.8_ _.......___. ESR-345.5 12/31/2020 HTS16 FL10456.22 ESR-2813 12/3112020 __.__.............HTW20_._........._ - _....._.__ _._............. ESR-3455_.._._.............._.....______...._ 12/31/2020 HTS20 FL10456.23 ESR-2813 12/31/2020 _............_._..H�4._...._............_.._ ..............•FL17244.8 _..._ .-._.___.__.._.........._-.....--_..._-..-ESR-3455 ___._._._......._....__._..___ 12/331/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 .....__.............._......-...._...._.............._........_................._.. HTW30 _......._...........---.._..__._._._.......FL6223.2._...,.._ -'-- _...._............... FL17244.8 ---._..__.............._..............__..........._..._..- - ---._....._....._...................._... ESR-3455 _ __.... _ ._._._.... 12/31/202D HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM18 ..............__...---.----._...._.._..............Evaluation.Report_................._...._.._.................. 12/31/2020 HTSM16 FL11473.11 SIM200802 12131/2020 HTWM20 FL62232 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SM200802 12/31/2020 ..._HUGT2_.._...................... _..._._._...._._....._FL8213�3__..._.....__............................._......__....__.__.__Evaluation..R .pat ----.._......... _12/31/2020 HGT2 FL10456.18 ESR-2513 12/3112020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210.2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/31imm _.-.HUS26 ....... - _...... .......... FL17232.6 Ems: 12/31/2020 HUS25 FL10856.11 ESR-2549 12/31/2020 HUS28 FL17232.6 _...._........._..._......__. .__.........._.-.-. - ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 .... 112020 _ HUS28-2 ......... ...........__....._.........-. FL17232.6 ...................._......_...- ESR-3445 ----...__...-----...............,...,...._............................_..._........__......._.._....................._....._.........._........._.__............. 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 _ - 12/31/2020 LU24 FL10655.103 ESR-2549 _................._....__.. 12/31/2020 JL28 FL17232.7 ---FL1723211 - „ESR-3445 _ ESR-3445 - -_ _-___...._-..................._._............_ 12/31%2020 LU25 FL10655.104 ESR-2549 1?J31/2020 _._.JUS210.2 -.-._..._......_..__......___._..._........,....__ ESR-3445 __.._.. 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 17232 id._ FL10655.109 ESR-2549 1_2/.3....1/20 0 - ............_....................... U -R1-......._........................_._................_._.._...._...ESR-3445 2211 ........._..........1.2/31/2.0_.2...0..... ESR-344 ._... ...... ..__.... ..WS24 12/31/2020 WS26 FL10655.111 ESR-2549 ... 1213.11020J JUS28-2 ..._.._.............. FL1723211 ........_.............-'---..-5........._....- --'-_- ESR-3445 12/31/2020� LUS26.2 FL10655.112 ESR-2549 12/3112020 JJS28 FL17232-11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232-11 ' ESR-3445 12l31 2020 WS46 FL10655.118 ESR-2549 i7df2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 ---..__.....•-KST26U -'- _-FL17244..15 --'--............_....................-_.ESR-3455-__.______....._..................... 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2010 LSTA12 FL17244.18 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 -- -- .-_......._.._... L.STAl5 __.__..._._. _.._..._.__ FL17244.18 ...._..__._....._...._........_..._.._....__._..ESR_3455 __......_.__........_......., _ ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/3112020 LSTA18 FL17244.18 .......... _._ '-FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 ..... - - LSTA24.. ................................._..._..._._.._...........-.._........ LSTA30 _:.-....__........_................._... FL17244.16 ESR-3455 ...._............._.__..._...._,._.......,...............................-...-_.....__....._..---...._....-_-.....__....................._.,,..,.................. ESR-3455 12I3112020 12/31/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 .1213ii2026 12/31/2020 LSTA36 FL17244.18 LTS19 . FL17219.2 ......... . - _- ER-0200 ----- 12/331/2020 LTT19 FLI1496.3 ER-130 12/31/2020 __.._......_..___....----__._...._.._-_.-...__..._........._......._._.._._...__..------_....___._ LTS208 FL17219.2 ._.__.._.....................__ _ _..___.... ER-0200 Ur" LTTI31 .................. FL17219.2 . ER-0200 .-..._.._ 12131/2020 LTT131 FL11490.3 ERA30 12/3112020 LTW 12 ......._............ FL17244.8 _ _ ._....._......... _.-_....._...................._.............._._.__........... ESR-3455 - _..... 12/31/2020 LTS12 FL10456.29 ESR-2813 12131/2020 - -LUGT2.-____....._..........-'-----'.FL17240.2 _.- --T......_._..................... ESR-3447-_._....._.._.._._...._........_...._..-.. 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL1724422 ESR-3455 12/31/2020 LS30 FL10446A5 ESR-2W6 12/31/2020 MP34 FL17244.23__................-......._.,.......__........_.........._.__._....ESR-3455 ...................._............._._......_._._.__.._.._ .............__ ..._.._. _. 12/31120201 A34 FLI0446.3 ESR-2606 12/31/2020 MP4F FL1724424 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2W6 12/31/2020 MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 iY33112020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/202D MSTA18 - FL17244.18_........................................................._......_.._._._......ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/311202D . ..... .. _..........-_..._ ................_MSTA24 .......................__..-_._..._......_......_.................._........_.._....__.....--------.._.........._........................_......_....._....................._..__..._... FL17244.18 ESR-3455 .._..__......................_..... 12/31/2020 MSTA24 FL10852.9 ESR-2105 12%31/2020 ------'_....---..-... MSTA36 ._.......-....._-_ FL17244.18 ........... ............. - __...._...__._......_......_....._..... ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 MSTC40 _.. - FL17244.25 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 _12/31/2020 12/31/2020 ......................_...._....._........................_...-..__._........._................_. __.........-MSTC52 - FL17244.26 _..._............................-----..__..........._.....................................................--- ESR-3455 12/3112020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 - - -- MIWl16 __. -- FL17244.8 .-.__.._.._......_.__....._._.._..___ _....._....- ESR-3455 12/31/202D MTS16 FL10456.34 ESR-2613 12131/20ZU _.. _._.MTW18 _..._._....__FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/Z0Z0 MTW20 ESR-3...__ MTS20 FL10458.36 ESR-2613 12/31/2020 MUGT15 _._.._....FL17244-8 _..............._......._ FL17240.5 ----._._............-........._.....,..... -__............._..................__.....12/31/2020 ESR-3447 12131/202D MGT FL11470.9 SIM200803 12/31/2020 -W� NFM35X12 _._._......_ FL578-2 ....................._......_FL578.3_........_._......._....._...__. Evaluation Resort - - _ .12/3112020 MBHA3.56/11.25 FL13904.6 ESR-2816 12/31/2020 NFM35X16U Evaluation R 12/31/2020 MBHA3.56116 FL13904.6 ESR-2816 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12131/202D _..... ... ................ _. _...•PAU66 .. ---..........._. _........_..., _..,.._._...._............_._......................_..._...-----........_........._..............._...._................._._.......--'---.........._......................._............_.. FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12131/2020 __......_ _.....__..FL17219.3 ER 0200 12131120120 FGTR FL11473.2 SIM200802 12/31/202D PHXJ3516 FL17241.20 ESR-3444 12/3112020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 __._._...___ .. .....111.1..........__-_._.._.._....................__---....___.._...._._......_....._......._....__......___._.__`---....._.._......................_................ ....._.. _.FL1244.27 ESR-3455 ..___........._.__.___._...._ 12131/202D H10 FL10456.6 ESR-2613 -12/31/2020 - ........................RT15 _..... FL17236.3� ...................._ ESR-3448 12/311202D H10-2 FL10456.7 ESR-2613 ....12/3112020 ....... __-. _. _......RT16-2_............................__._.._.........FLI72362 --- ..........._..---......_....__.._.._........_........................_...........__.................._.._..__._._.._..._... ESR-3448 ......._.......,.......,.,_.»..... 12/31/2020 H10A FL10456.6 ESR-2613 12/3112020 _._. _._...___RT16A _.._... .. _............._ .__......__................._..__......._._ ESR-3446_................._......_.._.._-_.._ 12/31/20M H3 FL10456-13 ESR-2813 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17238.3 ESR-3448 12/31/2020 H5 F00456.15 ESR-2613 12/31/202D RT5 FL17236.3 ESR-3448 12131/2020 H2.5 FL10456.11 ESR-2013 12/311202D _..._........._........___R_......__..._...........__...._......_._.._FL17236.3 "'_.............._ __ ......__........____.......................__......__....._..___..__.___________..___.._.._......._._.__.__.. ESR-3448 ..____.._-_.__.... 12/31/2020 H251A FL10456.12 ESR-2613 12/31/2020 RT7A FL1_7236.3 ESR-3448 12/31/202D H8 FL11470.3 SIM200803 12/31/2020 ____............_..RT................_......,..__...........FL17236.3 � _ ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 _.._.._.._..............._...._......._......................-....................._....-................._.._..__..._............._...................................-_..................__..__.._.._.._..._...................__.....__..................__...._.._.._........_..._..............__._.._............ SPT24 FL17244.30 FL17244.31 ESR-3455 ESR-3455 12/31/202D 12/31/2020 SP2 SP4 FL10456.42 FL10456.43 ESR-2813 ESR-2513 12/31/2020 ...... ..............-....... .... . 12131/2020 .._......_........_.. ---' .....-......................_ SPT4 ..................__....-_.......__......................_......._............_......-'------_................._......._._.._-...........__..-.._................................_........_......_ FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2813 12/31l2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2813 12/31/2020 _...-_..............._................... _ _ SPTB ... _..._ .... __....._-._. FL17244.32 _....,.-----..._..._.._.............._..._..,_..,,...-------._..-._..._........._ ESR-3455 __ - 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 ................SPTF44 .............. _....._...... 17Z4 ................................ -- ...._......__..........._.................----..-._.._..__....__ ___....__ ................._-............... SPTH6 . _ . FL17244.32 ___......_ ESR-3455 ...__..__.._ _.__ 12/31/20M SPH8 FL10456.48 ESR-2813 12/3112020 S_PTHB FL17244_32 U24 FL10655.141 ESR-2549 12131/2020 -_............._._SUH24 - .__..........._........__..._.--_.--..........._-_..._...._._....-ESR-3455 FL17232-13 -_..._.._............._...._..-........__12/31/2020 ESR-3445 12/31/2020 HHUS282 FL10655.3 ESR-2549 12/31/2020 THD2B FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 ........ .. ......,....,.._.,...- THD282 .......................---...._..._...__..__............_-.._..............._.............................__....-._....._....... FL1723216 ..... ...... .._... -........-.._.-__........_......_-_._......................_........_.._...__.____ ESR-3445 12/31/2020 HGUS5.25f12 FL1146B.11 SiM200804 12131/2020 THD410 FL1723216 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 TH0412 FL1723216 _ _ ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 R-11473.19 SIM200802 12131/2020 THDH414 FL1723Z17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SM200802 12/3fj5020 UPHD6 FL17219.5 ER-0200 - 12131/2020 HHETA20 FL11473.9 SIM200802 12/31/202D ____..._...._._._..._......._... _._._.._.._-.._...---' •--..__._...................__.........__.._.._____._...__........__. ...._....................._........-----_......................_...._._..-.--__...__-.-_....-..........__.... LGT3SDS2.5 FL11470.7 W200803 12/31/2020 .__...._............................_........__............... .... ... .............._........ _................. ..._..._.._---- .............. _........ ...__...................._._.._..__........_.........._..........._._.__..._........................_..__._.._.._.._....._.. LGUM26-2 FL11473.12 S1M200802 __..._...._..................... 12/31/2020 July 8, 2020 SPECIFICATION APPROV L PRO PRODUCT D A SHEET aom As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 Category(Subcategory Manufacturer Product Description Approval Numbs Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru FIrber�[ assis and Smooth -Star (NON -IMPACT) FL20461.1 + 67.OV-67.0 sf 12/31/2021 ThermeTiu F -CI is and Smooth -Star -1 Irber ass(NON-IMPACT) FL20461.6 + 67.0/-67.0 psf 12/31/ 2021 ThernaTfu Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.0/-67.0 psf 1 / 2/31 2021 ThermaTtu Farber -Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThennaTnl Classic -Craft and Benchmark FL15225.1 +67.01.67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12/31/2021 ThermaTtu FlberClessic, Smoothstar, ClassicCreft, Rustic FL7640.1 +67.01-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 8X7 FL15279.37 +30.002.0 p3f 5/21/2028 Clopay Building Products Residential WlndCode Doors W5 16X7 FL15279.53 +30.01-30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0/.42.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 16X7 FL15279.102 +37.0141.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Di4sion ofAADG, Inc 607,707,727,747,and 847 Slngle & Pairs of Doors FL11537.1 WA see inst sht 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5600 FL239.7 7/30/2020 B. HORI2DNTAL SUDER MI Windows and Doors Series 188 FL15351.1 +40.01.60.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01.40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15363.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E OTHER 3. PANEL WALL James Hardie Building Prod. Cem lank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alslde Solid and Vented Solt FL15272.1 - FL15272.2 +70.0/ 70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHNGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1&2022 B. UNDERLAYMENTS Tamko ISib Felt Undeflaym ant FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOTUSED IT -ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2020 Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Borst The Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum Gum-ok 16" wide rod panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Me see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL.2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strenjih Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approvel at plan review. 1 understand that at the time of inspection ofthese products, the following Information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) L t/2 2)o�� Cu N i �--• U CU O" O LO CfZ .� Ca - 4- C CU C> M p ' O C O.. �• C L O Q) O LL O _ > -� � L .-• O C O d 1-- CU -0 C . _ W Q FA W J Florida Department of Business & Professional Regulation Pop 1 as Building Codes and Standards 12)1228IB Product Approval Application Detail Lads t0a0LM 20 tall QNLLMO09 WAS 1M Ifaalaa WnmdmnL L9dtr mnr,r« & un... vrlw.e w Vluodm iwxwm I EWLAskmlk Aumud Amu Ration ton TMrma-Tru Corporation Rick W49" Lyndon F. sMmW. P.E. R7an J.Kklilef. lommof/ 0711=017 10/I41412017 12n2=7 Approued CWstory: ElSarlw DAw& (419)29&1740 PE43409 (913)767.68m SubCMagary: Sxkpki Ezlorb Door AsnnmMs d0orlimbldgamdl.da. emplane Method: EvMrsllon Rope! Burin a Gem FkWWa Repassed Amhl*d a a Lksnaes FWW PramssoW ErWss, - • .. &Al Pr.dua Yedd. Numb.. N.n. ZMNMLlhrddmo Ladm6LLtridMnlrt Aeerea.d for Use ARRMutiulan in 11Nd 2WRWLk= laum Desion AULIM Paolo I a. TharmeTru MbM CMe* and Smooff wet Nolan U039:0 &irathWinisd&gM; OPeges 12/31rd= No Yes No WA 000000 gap Fbit" Stet• Dow OnWngadAevAre; X c&Agxdbn) sir modi�SW Cmposlo Eggs Flashlights lied. Dow w P; X ) ThemrTm iCIoreC rat $modlalR 14 NYes ;Olmod NW.-- ewfR2 _.�._ DowI. WA Composite Edge Floor" SWO Dow on-drWOaswlro: X c-09—lon) 14 n. ThwmeTm FWa-CWSK and amoolRalr NomN1e19W89 &ApaNOM q:ela&aa tY3I Yw NO WA —' Composts Edge Fiberglass Single Data ___-- -- on-0 w0WVA1a: X_-- Florida Department of Business & Professional R4gulatlon P.p 2 art Building Codes and Standards Ir1a= Product Approval Application Detail mas JS9tlle'dJ2atlotlm 200Latnraom L9dmdJrlo2m2nt A—avedfor Us, InHWZ AaRmnLrtgm outaid.)OQIL WAWA drrdld 22rt tnoware 1 SERIES 420 ALUMINUM 991) SERIES GOALUMINUM Goo OX0 12rJ12W0 No Yes No NIA 145 L4&quotXSOAquc1'. NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGO OX. XO. XX 12f312020 No Y. No N/A wBpId:Y809aML NOWRFJNFORCED 3 SERIES 420 ALUMINUM 900 REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1273t2020 No Yes No N/A 14S-b444va0198&.eua: 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED O%.. 121312020 No Yes No N/A XO, XX S"qu t;v2e&qua, 3 SERIES 420 ALUMINUM 900 REINFORCED SERIES 420ALUMINUM SW REINFORCED)OIX 12A1n020 No Yee No N/A Florida Depar n ont of auarew & PrDtadorw RNUkOm F.ss 1 al BLddllp Coda and Standards ,AamM Paedod Approval AppNoaSon Data nae4sM am NdKr S■ 2m a9mOm ttnt is yml MENOM■t ■mad moboLLLsoo mods" aSY11 &ioow arLAN■W boom Mon Mod" 211,17 Cll M MWN dAAM Iva Dodo ode; UL LLD Ted Bale., PE 11Aa7017 loam? 120aW917 Appaeed d4r•sA•pmomwDam (841)4"QM (am MAW saaDdM"ar7t bodes Door owwm A d&M.esalawaaMMAO comom,•m MAbea OAawMn Mark or Leap We dNmmwLiralm l ls■m 206OL9 amm mao�mSM � � hommikim am mom &Ilakilb 7M Boat•. a'■ 1 w7, 7W, 7D, 747, am 047 an* wet Prim d Deem FkMh Obw0.4ed uwmw am& sir lab of /2A1ert& yes Yes yes AM kola. marl does. Florida Dapartrnant of Business & Professional Regulaton Building Codes and Standards Product Approval Application Deail Pap2d2 1NW2m 291E al61Ln 2de Watt 2denmdsn gm bet aKdm Nsmmrl= Lmmd rgnaLLUmo atiLWWat Yatd■l aomiml FacAeented &amsytd Mdm RerWa 2017 MI Wndoaa and Dam got soling. AmaaJn Ar h*.Wrr anon M UrlrA. PE 0604=19 060//2olo 0&NI/2016 Approved Cds9wy: WPtlowe (7/ r) 365.13W MarMMwere Association (717)317.8454 subcategory: FIXW 0wtn"rm"d.tan CWriias" Mathort Cerllkorlan Maid a using 9dMLalfp"mfd Awareness INUse ... ApproWd.for U" )Mon ➢loll ratsProduts MOM, Number of Harts $9$m Oftork MD Lsmtsmtar2mgdt Wllc1Z outside iVii Resident PMNM 1 188 PW 73 X 72 M.I tod GM.a 04/032023 No Yes No +60/-60 Florida Depatinoo d BuOnn A ProkuM RWpulllbn pop / rl lik"ng Coded and Standards toom Product Approval AppNoaSOn Data dflMA silo opals Sol as 2MLawi &Ira MINE MMM NWAdubm 2adid rELLUr mdalkm 1ll&Ilrl mmdml nOANE W Atmi Mon R;.bbn 2017 T%WMID.Tg OaPralw laswplt Lyrrwe F. sowL% P.E. Rtee J.alp, P.E. 101400017 1aM&m17 loam? 12M2=7 Appswd I we - --wnnr owes (4+9)2wi?40 PEIs4o9 013)m4m soomb wp a.eir& ayewiw DOWANprom rbbagreM to•4esra.eML cmplmnnewaswkw mftpmtAwno lam PMM& RebMedNdMsd a & UnmW POW PSMssM&al eie"Ywor 17amEmLamook SI�tImsM &®L�.lrt atIIIILAIJrI r.r &laiM sir! enalm&olrNr m omukeurmalm him amik= antral Oran■ 1 A. syr , ladt=l No Yes Yes m &quetCMsbC,rai,eC NA*Ntc mioon* Goo OW gq NOAft w OdwMO OWNAWWaw RrMtasWrok a DE �■ mombo t MOWN XHI Jmw Nadb lice" RoaALA. M& I asrp PwW WaY Sao*@": $was Completes Mtn* nwwmww ftpwt tam a Pbrldo PAOMMMAMhbd w A UMOW PIWM PIaMWalr 0 .' 6aMmmmaskoft ma 2 AlmdbPMak UIP N&O Florida DoprtrMrl of Solon & Pldawbrw RerAillon pane 1 r 1 Bu&dog Coda old Standarcls IAMIM Product Applievel ApOcatien DW&M mlMLm as am aaraetrl gate gear adEWAL&M Emal l ,dftd haI EKAN=d AMMod Moor Fkohmzlu Renew 1. owes JftW ., "P.L OL2wm17 r Iowa, 7 O IDW017 lomo=ly Approval p mat Mi4121 (3r) 997 low d L. OMSMemsl &IKWAU■a LUMNI a[■I sled BOOM EnartarWeNm momabo4mmao moat amialmM Aerate malt■ 9brewwealp rasa 12414A7o yes Yes MIA rid Florida Department or Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gall AWIhLac LM Xagtim Mr.feduar gg Iloro�lpmDm vrld..d&v Revision 2017 Therm►Tru Caporrlon Rk:k Whorl Lyndon F. SehmId. P.E. Ryarr U. Kong. P.E. Category: Eprbr Doom (419)2W1740 PE-43409 (013)767-BSW Subcategory: SYkgslg DriMa Door Assembler; riambjnMMgarlsutrds. Cmpawas Mothad: emk win Row From 0 Cam Florida Reghtered Amhhed or a Lkermes Florida P~xxdM Engineer P.p3ae 12/1272018 Wait tilt not. rent., 21M yagad.aSibablited FSCAanreval AUMUK them 12n3n0/7 12n3/2017 12121,2017 02/13=8 Approves WMYIBta"a nm ApsroYalfor Use Awmwdfor Ua ( Dow- &la.g PJ2f1Mtglrtldlm L matangas unapt 2dLwLk= &goo emumm 1 a. ThemeTru Flor-CMOrc and SmooOrStr Narrow &MSl &qua W4rr sd&quol; Opaque 127 imp No Yse No NM Cmpeds Edge Fbom Skim Data orow-g or"; xaWdwxaw) S f. Theno-nu Ftw-CMwle and SmodarSlr Now" OMO;0 &qua7laningMfqud; 0"" iv3lrmi No 1W W WA Co"nlo Edpa FUMIUS Shim DOW Con"111. Edge Fargkq (InsaftJOMavMO: X ewft Florldt o.p.rurlard d B1ApIrIlas i Pnam4elaW RpuMlat euudmg Coda and Stlrldards Produat Approval Appkadm Owlet Fete, al I 1AA0/e 8&llllAl as attar go Y■ 2*UM o sir b■ bolo m n own ■slap arras&lrma 1dr■li Mt 60. aNAMO d &Ia■ d mom RAebbn m17 Ytomp-That CWPWwbn bbW*m MNU"AuNdMm& IA.a J. IWe, r.e IYJ&m17 Owttgal7 1221111147 Awasead L7waerp- DOM 0142AI.17es Maaewesm MSNew PI2)m4Mw SOCOWr. awpsM liOMMr DwrAaarrapw s 0wapI lo~ Cattleman ark or LMN oar arMLlanae &m�1r aamaLmCIYI ls&ld SrII eta Evemimhm&mmdmuLmm t/11/IltYrrl..■ AmOAL ■tin rims a1dki= bill" Orel■ I a Aomtcbmbcmuwot via&wA%BwdaM bir W� i�OOt M*MDWWM 12D11 NO Yes Me 16% �� Fbrldt DWpminmd d Budnon & Pr*InWm Ragdagan Buaag Codes and Standrd9 Product Approval Application Dared FWp, a, ,Aeon. F'lorlda Depwo nrlt d Bu*im & Prdam" RWplalbn Bulidkg Codas and Stardrdl PraNr9lt Approvel AppSaadon Datali Fsp, r+ %NMM 1laJMD� Sat &riled[ a■ old a■)fir Sal 1'lala@� Son■ OMNI SSM go Ana 1raMn Mndn ■t Seoed idmmAHm IrlldWat 11YYrY1 AIWnMd aNAME M a®W Ana plot■ lrr don mt 2� lMakum 1 dift &li.td Milalooni Agoossl Mrs. Raalrba 2017 CHOW IIIIIM"►r,raWa CO"wwy HAIR SYaAlerl;M Mml§k Twbi MMeeslit► Dry PAUAM 1teaml7 oamb=i7 lilff 17 Apprand A4WYOa 2M7 CMpy RWND Pmaralo OaeMri nark WsstrtYM MMbkTuorisetWOw NA OwyPWW 11/2Wm17 oemom17 120IM7 Appwed 0 -18 pa - Dace tota177aeoq M& (613)619.9ae9 C aMamP aaa sir p12)I1FI Pt3)770aw2 saa aboompip SOLO" b&wbr DoorA.eseatw r.srflaldOeMaymn WeAQa.rsarr.rl WdIomw MW IrgMlOr Dow- esMwlw swraMMldadapA74Mm COWINesYYCw I Mark a►Mara oemiMw 0~ Cwaollw Mark orLbai amonw.uilot aamcAas3oa AMMIULWl M Asnamdu n rod !tar Bomm2mb nlm tan Sol■ Goa assoLmumLmmkKsjum OWta1■Mfl Sm■tookle■Mr mlmti aam = Aubm fair■ Sol O■Wlra■■m anumLonudIJmr Assisi asoolalmQ it at 37 W7 VIM PANd1"1111: MAC 94,73.79. ilM 190. 78, SMa Pan shirt. 26 p.) 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No .001-W Fonda Department of Business & Professional Regulation P.p 2 d2 Building Codes and Standards 527=0 Product Approval Application Detail Qk &llhta[ ➢tam go at, PlD11on 20 i" XE Mn arlarl■L LIOta:t taaMrLALlrla ad ddilUk mom" a AM" P&La9&MM AQWX l Am" ROV41M 2017 POT Indulm" Jens Romwed Mlsml-Dade acco-CER Mlem4aa 11000- VAL 0202512020 011272020 07128020 APPrond Class": "do" I241) 48010/o0 47es) 31 W590 bbcetegery: Fixed yasarskl®pganalsaa.c Cain MO M.Mad: Cardlosden Mork a Utang Wn A,,,-dfwU, agamudlarues Imam germ Florida D9pr6nrd d lBu sineas & Prd9eft Rrplatlon BL"ng Codes old Slydrdl Product Approval AWN"m Damn pap", tAm1. Sao mom a* m b■ a■m dmnaos far aomm&mr mm m um arLamu mat &held/ Moo R.WMw 2017 emm &"V I'l;aroY O-W" MalkvMew" InMr& . T"ft swab» NA an law IN l umM17 oomw 17 lags=? Apprised Omeaerp aYb,brown (613)r704m ML PIR6194som SWOW@Mr. aerbW I I OWAMMblft wselYAeM4tlepe7.drrr Wam9llr Lllbsa Oara, kWksir LWel B&11� armcerrrmm amaNdA M AUMMUKNo peso now &■! tlAntamaaal 21rdrYrma&a rllOM WOW= aoord sir■ r sir WM PAMJF1w: 1& 76. OK 94, 42.411111,42111, 4w, a"Pes Solo. 269P) saiMCar(up to ow wwo) OL2imm No Yes No .ep POFI-42 4Wr. OW, WOw, MV& AM. m WMOCOMY174; 9La Game* Door PM 8iilAM 90a bw ar■m Mods ■ RseAabn 2w7 POTMal mn L1,t„P7p WaOPw 9,agAr•sA,71 sM"M lkr9 CMilrrwMeMa OwMerbn Mwlt a LMMg tS0!■tOatrm am amA 7 warOILaIIaAawb boom MOM DWpWW" d Bwbess & P►abulm Ragw.tlon B M ft Codas and BtarAW& ProductApproval Application Dolall Papist; mM II w ZEN" as Sim 2oLmom an gran idmrAMr Emosom aomrl Aires IWLA W am em Mon DaslOra NMWAO16a=-em mmwi4mosCCO-VAL 120pa017 1200m?, 1206=7 Approvovod (Nt)49&atw (7w)31atr0 AWAkA ■lm Am■mtrtla aamsmtumn rwd airs Ooa■&o odo 2arndbdrlalBlm him SdNIL= mnM am vkm @MOW Murk Whd' 07Aaml0 Yes yes rev NA Florida Department of Business & Professional Regulation pap 1.12 Florida Domb mi. ofBusiness & Prolaeft Rell lntlon nWp+a+ BWlt&ng Codes and Standards taWAX &Aft Coda and St oWod& +Aimv Product Approval Application Detail Product Approval App&cation Domed _ _ _ 1Sr1311 lirmcAa•um & NMMUK IMt agominumi a rod girt gam MIN" no Nna AML l a■ veauAMmnumdu9ae ,vJ,nD2o No eta nor evil bat mown rim don grit anum.Atrt■a 1�at mdr arr0 Bi Ammo doomm Mdm hebbn 2m7 POTM&OWN Oral ft" MkaM.aes om-Col MISACeda s000-VAL ta0&m17 11nar1017 12Aomt7 Appointed OalW rWYWeq 041)40wo0 (M%310-M saooabawp MOOM *UwN PMMa NblaL— osgU„ee Mesa 0S19Aoa0en IMka U&a ammo 1OWm anMeasnme AamlmLlrl &omarLYm rlllo aadm Awl OlaWamadlm t�d&mrmAlm rlta>i 21a�Jma Atl�d Oro■ I Mub1eMillDamaidWMdaes AAMebmnMulWo Os■ne21 yes rid yes m &11nLSoeda Florida DeprUrerd of Business, & PmbnW l Replodim pap t r, BWMM Codas and Standards /Am,s Prodet Approval AppNcalbn Dared dAalMYal ask b■ son droalrt far &r�m9sA&Mmm 1MWWat 1 W al Oahu" amema Mon 14 2017 Jsrmmft Balbimoaw^ML PI aae ZW Resew open; Jess$K MW, P.E 092MT 9aaam17 BLINM17 10RD70I7 Appall 1.de"sf1 P&MV M (9030-am'7 Plank+ (3643U-MM alacre"Pr-SWft PkirMriAMQ*Td tar Camiaalae MalMA MkerloO AIW*wn& dMAW FbfW M9kWW Ardlbol r & U=mW FW4o PAM;Wnr IrIaYM•• e9umok tOama anmuma almrllrt&r amo o&rttra rod Sohn silt! bledubitmmkKamm BMOWaoson S.pm umiko ■aoe tsAW allmlma ArMmm ft a 2 NArAirb2tLaprar" so -Wow MdttM 12At/l02a Yes Yes NM MR FbrWaDgmbew. d6u*Y &Prdamft Regulation &A" Codes era srrrdsrde ProdudApproval AppNwtiolDarN hplrl ,Am+A dSamom am �■ M■iowl Watt i r AM1 Maim" 1MI�Wl1 1wM1BRANNed &I m 1 Mom IWMbn 21117 ANN Nlak TAalwwm Lpwn F. sda M P.E. Pop J. We, P.I. fOXWA 17 lolwml7 e117A017 tanaA017 Apsroed 1rrY9 , PAMVmb is"an4spe PE-43M 1913)7V46U sriowearp sales W-Woo4m%MAmm Caeisar ■WMa Iawlrwm sAiort oweA FbW AMOOmd AmNW r m UowmW F% W PreMederlr Ir1all agimmummoma mlMrAm AmmmiWJIK eame■a LMN r■d 0otm alto BMAWANNOLMOMhKKMM em6sumodom plrldaabomaglm riot: alomlt&i arum Olm1m 1 L&iMc7lillw l;OM Vwtasmvhw Won 1251AM No yes eta 14R low" DWperhMnt d aualmw & PraNsalonal Ragul Its Rp, r, Building Codas and Standards us.0 Produat APPF*VW "Pliesaorl Deli 1S&1MMAl Salt alokm no bb ataandm 2a b■ go" a■aomt lama armrr&trmr 301mllltat Ides" arWtu Btiid■■nl &New a" 14perbn W7 Tker wft OerOorWion adore Whla Nord W Aaaadasft & Ryea J. I", Its_ tY!&m17 saM=7 1222=7 Appose NMrp o- Dom (414 as-174o M.rrpeeMr Mdree OBIV M4M ariosrarY s•at " bewbr DoorAaaonalal MOaeOneYl�aOaseOsw. 1. - mom&CWKAKI aY.ra LIMIN am 9Nlmtlama2 Amm" Wft almuKft bm Sally a■l bits Modtln fra■rWnlsMUO■ alms am aim aollyd P■nw a a. Nrtftw 4b*mNC sad 4rtftnfsrWcM a aW 0 OPesw ow Olwnd ft"bw Dow .0 1aevim t Yes No rev TAwarTOA*mt 4alwm"arotr. --smog"" - - - Florida Deper"" of B1OWN & Probs" Regulation Foes 1 a, &A* g Codas and Mondorda Wu" Product AW W APPNctlbn DIr& 8&M2Bl b■ 11d■ )tlllltlrr[ lydid aldert&IMIIm armrlae )r�l � BlIt1■oei Aaml W. are" 2017 Whodushlw Derr RlMrk MWMHM"BWD-Cot AftmN)ala BCoo-Vµ lame=? ltFJamt7 I Approved DdMaarr•- " Does 041)4Wa as (799)3164M 000mbewr. auw Nerler DowAwesaaw MMa■paaSPMwwam Contagion &NOD* Oogkw lw Mark a Liar" nmaiasibihor anMremisoal lrmis.umlw &IarlWmtira tar drlm heal OIWmaussig t gogmaBommoLo a 11111111118 t 11111 aim" bs 10 IWD-e97oWwA Mesta Grier) vW rwi GWM Dwe (11w4Da21 Yes Yes Yoe rlsl FbrNh Dapa WW4 of Busirew & Mob=Wtal RIp lotion B &ft Codes and StarWNmk Pmdct Approval Anfta*m Data& plptdt Ism, Of11@a1 sill almta[ silt mat &IrellAw Sot nos soot ■Ilao■t 21 sommAmr foNM■At 3o manMW aI'ia■ma hoot Mon FAA Nn 2017 Cbpp ad9W ProaMN Oepari Mark W I MI hMLM T"Ift swsbn NA a" PAMRW 11/Amn Mawr 1a0A=7 Alpteeed 17•WPp Irlwaw now 013)'fl84gat M& g113)slotl slaer&ri■p 469MW I I Dow Aaswaaw r,uu. I4l0Md.p t , Compffi eMebek OPWANo Mwk or Lbay alumamLesim gldkA a am■ liaLlos Ann o Eft go Ialeo llldla Ala! todid biolklmo Kral 2mouLs 0■ rJA7a 9AMML ONM Atord Oo.w 102 102 MIS 1VN,9flw. 73, 75,pA a4, 42. 4111, 426, 49s, awl Pan"k 25 W) DoubWOW(Wr M IS'r WHOM eta Yes No a37 PWfl.41 4RSr, &R&T, OOw, OAw. AM. raw WO) W DOODIw174: WO Goisp Dear PSF Florida Department of Business & Professlonel Regulation Pep 1 d2 Building Codas and Standards WV= Product Approval Application DNall Q-h, Ata&Oap .. Aeaawd fa tile Aaerawd to Use told gars lsa+1 $l7�Lmtlmm S InHVii +uISMI, Aoldmt Brsbnt gSW>Ym gob Min *min 9ndoIot RASMbn 2017 MMM MbA VAesY4 kM. Calna•7p F" lkbea ovmmbow- a" cowpox" WOO* Er;MrUs Raid Aom o FbMw R.SbMW,' MIt Ar;Lbwmd Plm Pfdslrwm ErlMea;. meta Florida Dwob. a . dBashoes & ProNWorW PoglWdn Buili Codes and 8undords Product Approval AMMON I& Dared nptal IAMM, ban go alkh� am asap blser&Ilsma aalalal )cA&rra mid allAmoW A®1 a" Flores" Lon RrwM L OpM Jab sousEK P.E. omm=T oboo=7 oaaa917 IOROM7 Approved (MM 348.2w7 1011114114121 13:b 3s7Aaip d*=M solal&a■em &mmoLu m AlmLati m ■oo gran atuaalodaral fAormYs•aA■ KM 91ENLA"a arrrd Oran■ aaw4vad up time taW1rW0 Yes Yes -- -NA - -.m -. Fl)rW& Depr4nrd d I&alaplew & PrOkada Reg ldon Building Coda and Standards Produw Approval Appeaatlorl Detail poll", , 1. bat mom ..lamp■ 2remtt ai boLLUo maim" WW M .BMW )i Umml Mon Ilevlele,l =11 AMw N* Tesniwm Lynew F. &deal, P.B. Ipall & INW. Pi 11110411017 Ioo2m17 /wt1A0t7 Im m17 Appram I - I.P"wbb ittc)twam P11643401 f0+»7a7.OM aNbipp Sam no-w-yaYl — t» mod" Itlesr;tart RIW bra a Fbrtle RssbbwdAlrAed ar a Wanted FWW rroMars&I tkl0 HaaN&AtOtlWe SWMLA a AmWlnlra ammud rtra rot col■ era anamuilmlomkLffmo bmwabo mm anwas imemam le ma 2ddmtmB loots nl 2 L&idt4MV4a T4BgAt ore! Vadat Bar Vbyl cam I2312= lie Yes No lib N N N CU N U 2 O N CCU a O O C O a O W O M LL p > .Cn as 402 .a }r (n t►i. Q Q z z W J C/) CU C: ■e! -imma CU Cn O 15) CIO U) 0- CU CL U U 'O O V °- ICU ��ri V m W Z Z d J 0- SHEET NO. PA 1.1 a--e co j U O -� Qi Q O V! O O W C Q O LL 3 .� '0 E O 1 �� /./�, O . tt.�t■ U) O W O ^�e �..L U 'O O V+ W �.� Q Z Z Q J d SHEET PA 1,2 Florida Depertrtlerd d Business a Professional Regulation Pe1P3N3 Florida Department d Business 8 Professional Regulation P■w, a1 Fbdda DaparbrMrlt d BwlnMs a PlofaeabfW Ragtaatlon Pettiest FbIkM Oapartrlrnt d &rklaoa a Pro Building Codes and Standards 12O'x0p Building Codes and Standards +7mmxa Building Codas and tiYa11da7dt tRrdB,e hwbnal RagWallan Building Codas and t3lMldardt rape, a, +Nloeu Product Approval Application Detail Product Approval Application Detail terodYat Approve! Applkalbn DapM ProdiaotApprovN AppNoaUon Dahp lit@@ Loot YluttD dlloadrdtlaL AIIGL@L caotlu ®rinrrAutr.a YaIOWtl.lL )2d@ Qu! wr Mdk+a Italaatl AlOmtliNd P'�S'idl9@7Yl gp`q a@a)aY.a >� ir@G@ vrH@ y!ul9a tilostdmttg Surly Or L®hd eta vNYar.dw >�! &ffi! Ydlatltitd Lltaatltd DoesPaintingliil ltifedlall3val 9@@Inna trllr vllt lllf•bo � ittBaL � 7�YtJlt � � 11�1 11011�Li'idloOfoY l�l�i 1» loltlal/ Wr BtlYIlal� vial 7llttllt �tIYOt attAl.@t litlllti 1dYllLailrolt tfdYraat lid 1� �� )11a1�1 18Or1Y1 SIiAt®al 1� A@mIII lYlla Revision 2017 GAF Cregory: Roallnq suOCehpory: Asphalt sans« hNrheN dish Rabat Nlemhmn John W. KneaeNch, PE (800)78e�7111 PE8016B (95{)772d224 n„INn ftan iat9e 121112018 12H 1201E 121182019 ring FBC Appn Revision 2017 TAMK09UNY,p Products, Ire. Category: Roonnq aWCregoly: Ilndaleymems Kern Eden Zaaary R. Priest Lake BaWen P.E. (417)B2A-eBA4 PE•7A031 (934)30D-1 BOD kwn_adm@temko.com 10n&2017 10A52017 102Wl017 ,2I17faD17 Approved MdNiNn 10,t LV.Tl,rnpew+, e10. the Thengem AMteaear YeYYC«prM RANAOD) Calrpa: ROOey TanyCMYraa ZrMryRRlrt Lodb aOedw+ (a1�a4eJea9 P@•740H1 ('J"a061a09 IYerO@NnYNNYaea119.aam ,ONOr30,7 10n9r1D17 tp17fI017 12na12M7 Appwrd RMYIOn 2017 LV.T/,oepep,, el6 ma TMonarenAfeBaeda■I aYYM CY,peny (TAINCO) Cer/M7+INDaey Tery CYIIIBan TaOMryR PKeN Loaee a0e/ew1 (a1a)110a1aa P67{Q2, (aa4)a9F1900 N�y.aom 1011011017 10NarN17 10n7A017 taMN10t7 Apprre Campll■na Method: EwlueNm Reps kern ■ rknda Replsnrod ArohNect a ■ Lkenrd Fields Compllacee aarlroa Ewwedan Room eom a Florida Registered ArdlNaot we Licensed Florida : R«My ArewaW gat we M N114N Pelt dIM Reeky ByeYm atrereaar: Remy AaeeeeaK«some" NIY/Y PendM Roaay a7elwn PraaaelanN Engineer Rorrtlar Enphea Deel9aNaee MW,Odt itYelldawl Rated aam ■ ca,epaar.arle.e aaeYea■n RepeKM«, e Fbrre ReaNNwee MrasaweLbrwW Ftallde Florida RegNYra Ardlrpare LlOwMM FNIIBe . c„ .. ._ rtd■eeN,rltr+y,rw P+oreeelaWongelew JI@YL' dalNe AeaNrw Product II % Amrowdfa Use Amrawdfor Ur IDA�Ii ILaddln)07i lBl� tlaNttlfrot ts� Platalau timt Brlvld.J:a Aewawafa ur Approved ! IIL11bii 1, Use liter 1 GAf Aphr Rod 9hlnplaa Fitmra■r roMlrOraed 3ie0, kminek0, 5•YD and 11/162D22 nlpebw *SPUN ah ln(jea No Yes N/A WA tt�! I�Al�mt atatrli�ir Ata®WArLIa � tttlloa J>r� !� � 1� GIs ArrtlrlElBlt YtlarOitdYt A000isd�tlYl !� 1� og rlunted No kN i0/1 21 r Yet / WA A .10 k 02 III)v -1 t Tjr�� Lq