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HomeMy WebLinkAbout3059 Nubbin Ridge Ln3 _ a r- N a`> it m x LO N O J I N Q 18 N it N v _ lA 00 0 J rn i N v i 3 Q N Ca H N 0 0 J y I.L. O 3 U .O i U a I Y E 0 -0 2 tZ N N 0 6 a ALL ARK SRALL COhnPLY WITt' PREVAILING CODES FLORIDA. BUILDING GCOE, NATIONAL ELF_rTPIC f OM AND THE CITY OF �'LLS ORDINANCES RE4'1 pxr CI" O ZSPrtILL PLAN ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. 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 orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. 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 IRS, 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 Clg. Ceiling HIS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL 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 ILL 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 WOW 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 LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) 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 orV.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 W.A. 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 u , 6 12-08-15 2.0 FRAME—WAL REVISIONS 12-22-16 3.0 Al B1 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 LENN/�R 2575 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 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 SN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 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. I t�i4Ylitt �1 �f01��/'� I yt,;l V. SE ••• a : cr < �3p R� f � PEE 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. H W �E OD O E OD 8 N o~p r0 O m fp N ik Li J CCD)) N n N lL Vi =LLN !a LU _J IL M a co >�i� aa, Z -0c� 0 W o m N o_ W m 0 mom¢ W W W0�❑ E° J❑ a Z ILW 0 NZZMZ UO J Z d ❑❑❑ M N z o V N 7� O d' Q J M a AIPGRiiiiiiiiih N M o �(1)_l U W o 0 o ,z Ow LA Lv E � o U m d w � U o03 c U) Q Y �0 ti o w Mz o Z J W ¢ zo � os >N E O E V z Za oa ca CL x� _° S O E N a) L o ¢ o Q a w m - _ O Y �s o o >Z J �z tq 3 Fm 8< go Q 3 a o o co 6J0 � _ OU C ZIa CN J ai m cc p ^L W LO t° J N /'1 Q O 1 1 � LO 0*)N �.! �� Z T— N = O o o r ai CM C\ o M Z Z E O I` a v d o JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. C S a x a r- N v z LO rn 0 0 i N r- LO CV m LO rn 0 0 J 00 N z it N -v c 3 Q N O i E S `v y tN 1.7 Q v U h .o CL U a z Y i i 0 D U 9 N ti TYP @ 2 STORY J S6 H.B.t 43'-0" 1 (3) 2X4 #2 SPF W/ (3)16d g TOENAILS @ BASE l I I I IS3 I OPAD AC PAD UP I I I I I ��� I ES16) 16RIWALL "' � �9 TYIP@2STORY 0 5i 6� 7i ao - - - FLOOR G.T. 1 O- 42"So 11 - -- -1 - - - A HAL 12 m IO io FAMILY ROOM (3)2X -- -- Iw N 8'-8" FLAT CLG. `° TOE TIE I j m G. CARPET ^ BASE 8'-8' FLT FLEX I CC F p = G q 8'-8" FLAT CLG. 01 O rn S3 00LO FL O G. `r CARPET p I LL °o PLUMBING LINE I C\+ TO SECOND U` IZ (2) #5'S o X6 WALL oo 5-SH 0,12" FLOOR I DEEP ----_-_--_-_-_ in 2068 B.F.HDR AT T-4"16'-43" I 3'-8" 3'-8" 3'-6" 6'-0" - TRYIa k-8 AT CLG.I S6► F FOYER B ; o '� TYP @ 2 STORY OI 0 of OO O O_l 3o6s 8'-8" FLAT CLG. (3) 2X4 #2 SPF W/ TILE - - - - - - (2) #5'S `' (3)16d TOENAILS @ - BASE W.H. (3) 2X4 #2 SPF W/ q (3) 2X4 #2 SPF WI GG (3)16d TOENAILS v (3)16d TOENAILS S3 BASE N "2 @BASE O @-------- - - - o 2'-6" BUILDER TO PROVIDE I S I I I I Cl)APPLIANCE OE PROTECTION I I C DINING ROOM WHEN REQUIRED PER FBC I I PATIO 8'-8" FLAT CLG. I I I CARPET 2 CAR GARAGE I I I 8'-8" FLAT CLG. AFF 1 I I I I I 4'-0" 6'-2" 6-6" 4'-10" 20'-6" I I I O EDGE OF SLAB 2" I I 0 _ IF] n- I L----------J I - BEYOND WALL o 'v 1 1 1 1 L - - �----- -- I I I Iz N 1 I01 36 3 CC I O Ij L- - -' S3 I 1 10 = O 3 I I I T- N KITCHEN 8'-8" FLAT CLG. TILE I 12'-8" 2868 - R I I 1 1 I I 0o '424REF. 2668 B.F. 2x6 WALL I I 24 - OPT.- PANTRY - - I L------------ I ----- --- - D 16" DEEP _ S3 N 5-SH _ CV iV J S6 TYP @ 2 STORY 38'-0" 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 91/4" 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.oE 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 25 4 S.H. 13 20X38j 18jX371 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X71 j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38i 26x371 S.H. iH4 27jX50j 26x50 S.H. 11-15 27JX63 26X62112 S.H. 11­16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 371 X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54X38j 524X37i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 2' X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. 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 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" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 SEE SN SHEET -.) SEE SN SHEET wik1; MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +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 "A1" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRS T FLOOR PLAN - Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1'-0" (GARAGE / LIVING) 0 • ��`��� Owl r •• , `�'S � IF OR 1f6iill11" �S 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. N W E E N (o 0rppp O O O pr CoN it 0M�N (0 V O N N N u� m LL y} '9_�- u- LL a M a ,6 Lll . N >m� as X Z 13 a -0�� it 0=V C, a)o_ O O m m J W W LL 3�. C N m o ti m m 49 J � a @ Z 0 0) N m U o � C W M � M Z N O �co �co z r Z a, Q M � N E3 M z C6 U Cn a w 0 � n N w P0-, c E il•L a0 0 w �+ E g UON v o rn W • ®(� M o Q w M za z � J LL !? E OU tt w� wz z o <n z® oa (d am 0 H rd _ E O N.o X U ., uz O0 2< aZ 41 ¢o X L ' (D _ c Y U h m� O 01 Z F- i Z J m ¢`D �0 a o� ��a <0 Z go �z x� �� 0 �� v za °0 3 L J f0 O ^L W LO .� c c° J N ^ O O LO O V Z N r = o LO N LO o E M CIOz r Ca z E w m c d U Q 0 c JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 1.0 2 EXT. WALL TO BE 2x4 #2 SPF STUD @ 16" O.C. U.N.O.� STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 CONT. HANDRAIL 16 and R302.7. ? Riser height: ix RISERS (TYP.) 15 2x6 BEAM 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 STANDARD (3) 2X12 14 SLOPED CEILING more than 3/8 inch. STRINGERS W/ SIMPSON TO MAINTAIN T-5" Tread depth: A35 CLIP TO FLOOR 13 HEADER HEIGHT I The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontal) between the P P Y vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The SYSTEM w greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. 2x8 #2 SY JOISTS @LANDING 12 @ 16" O.C. w/ SIMPSON A35 CLIP Z 2x8 #2 SYP JOISTS @ LANDING I d Winders: OR LUS26HANGER EA. SIDE SEE 11 Q Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the PLAN FOR CLG. HT. @ 16" O.C. w/ SIMPS N A35 Q I foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread CLIP OR LUS26 HAN ER TO U depth of not less than 6 inches at any point within the clear width of the stair. 10 LEDGER I o Nosings: 2x12 HDR. w/ (3) 2x S DS AT w The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 " PLYWOOD 9 @ EA. END FOR BE I = inch and not more than 1114 inches shall be provided on stairways with solid risers. The greatest nosing LANDING in projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including STANDARD (3) 2X12 I the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. r 8 STRINGERS W/ SIMPSON A35 A Handrails: CLIP TO HDR. I Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 2x12 HDR. w/ (3) 2x STUDS AT risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of 1rrp EA. END FOR BEARING ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be 6 1x TREADS (TYP.) I continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly m = - _ - 2x8 LEDGER #2 SYP w/ CONT. above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety (3) 16d NAILS TO STUD 5 HANDRAIL terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the @ 16" O.C. handrails. LO 4\ I 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. 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 1 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 Under -stair protection: @ 16" O.C. 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. v rJ - • 2 STORY TYP @ 2 STORY MASTER d 171 SUITE LL 0 • 1 ' II CARPETCD �. LOFT • • 1 CARPET • 1 :.: ILA, ;I��■��i . ,� _��■■■■ _ . - • • ���� _ .1T, ir��■ � - ;fin :1 FLAT •_: CARPET SO' 1a':*1�11JJ� IIIIIIAMAN J, - -. cr iiilii■■iiiii ..:Olga - •, 1■�■■■.� •. •• I (I 1.: B.F.��■■I �� I {■■ - �■ 1 �S.]ii r,ROOF G.T. ., � -��■� - `■;� . it .• BEDROOM 301A B- i1�■rid DROOM. CARPET OEGRESS -• r. -: J 25-SH<�> I � 1 I 1 -IN SIN 3 CONT. HANDRAIL D2 14F �4r NF RETURN TO - ,WALL DETAIL. I? SCALE:�NTS M r` I SIM. W/ 3.5" x 5.25" PL 1.8 E FB = 2900 j 3 I D2 I I I o 00 ------E!� OH1 6 D2 TYP @ CORNERS D2 U.N.O. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 112" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. T-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 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 unr 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 4 X 25 # S.H. 13 20X38J 184X371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11­113 271/4X38J 26x371 S.H. 11114 27 4 X 50 J 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 2' X 62 112 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54X26 52JX25J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 JZ X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 SECOND FLOOR PLAN - Al 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. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. 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 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET OH 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 r1171111111111MASONRY 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 "Al FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 1 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) r� Wi NN • lb `••`'� .��� SE ,G W 1 4 as _ 0� rrjfrsl�.� 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. 0 Q O V V N2 N_ 3k OOO 0) W V 0 OM N C',C in co N LL ")M N " N � a N C7 S w fn N CA S 5Z a CL Z 0: -0U)m 0 o cm:p a fC m 00 OJ W us N Q M Z U0 J 0 Z d < ❑❑❑ W co z N O 0 0 z � z Q E3 UJj M o 4 f6 (n Y w o a Q DIU*) w r- c E � o t1•i U in w m - e E o I = � Q o �m o co" w co h o z � ai zo oo >� Zo Q� QE E O wz Z® 0L I_ rO Cl x ° 0 ° Stttt O O CV t aO °dz o ¢ X, az W � C c O �y �g ro ¢ O- 0 >Z Z � J o¢ ° z cn 7 OW a0 O- oLL - Z U� FK 00 mi 5CO i� O 1- 0 > �N 0 = ` > Lo J cc \J W `/ LO - C Vi C° N O C O �Z 0).� Z N T N= Lo O o C:)LO CV C'7 co o Z ca Z D O co T a E U Q p D )OB NO : 20-1789 SCALE : AS NOTED SHEET NO. 1.1 fm a LO r` LO CV Ln M O J 00 i O ur ) L0 C4 N N _ Ln N O J CF) (30 KITCHEN ISLAND 14 HOOD PAN RY O 6000 OPT. a REF. RANGE Q KITCHEN TUB/SHOWER FINISH PER FLOOR PLAN O OO 00 60 .b o O O MASTER BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW 41 MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIESle Ile- / ROD z 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE o — — _ SHWR. o 0 CABINET 00 I _ VALVES _ = o TOILET CO SOAP h PAPER C° 00 o DISH v HOLDER rLO �t pz pH rt _ 0 7,0 ILLU- Z d O d" ' r C� O (V > co OTUB r- r- r co N co M N co FIN. FLR. BATHROOMS, SHOWERS AND TUBS KITCHEN x 0 CV 80 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS o COUNTER TOP 30" H BASE o C.0 o L CABINETS CD 00 LL —IN i� L _ 1 0_ 2x r °' FRAMING- -1 } LO 00 O O G CO - r - r 1/2 GYP N co N N ce) BOARD — FIN. FLR. T. FIN. FLR.- CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ j\\\ l 6 1 0 HIM r�111���pg QO' P9 .44. 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 �E � N � ptip ® O O O. 6) c0 N # q NN LL V a)M N Lo � J a y '5LL 2 �� a � o Z atn� Faso_ �0O m ia0 Q�¢ W 2 E°)O' o a N Q M Z V 0IL J Z V ❑ I W M V Z N O O Z N O z — eJ M d O QE3v M V) z� cd �(1) (DILL m �o ` v 0 o—� L1J. Vo V) S o � m � LIJ m O z /S iJ O N O C W M M zZ o S Z q J LL zo 00 g y zo � 0 E U a Z® ❑a co o 0 0< 00 0 o¢ WW N h a= o M J .. Y U e�i�0 mo 0 2 J a Q W z (n 3 4 oa Z ao Q 'w w >° a Oo � zIa 0 � J �N >Lo L co c� LO co J N Q 0 Li 0 C 0 CO N I� .� Z T N = o o ,— ai w M CM Cz o Z E O c FL 0 -j Q p c JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 2.0 3 s J a LO CN N v v 's LO N O Z. iM I N J Q ti N N c v rn N O J —lC0 CO r �Ak T.O.P.------- �HDR HGT.---_--- N r_ 2nd FIN. � FLR. — -- — — — T.O.M. `HDRHGT. FIN FLR EXTERIOR PLASTER O FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 5� 12 5 0 F4 to F1 D• —100 SMOOTH .• TEXTURED Tfffl FLASHING CJ • I � — CJ -HDR HGT.II ®4 ��I■IliTEXTURED ■� m � I i � �® CEMENTITIOUS U') FINISH ON H 5 CMU (TYP) --/ T] FIN FLR -- 16070 OVERHEAD DOOR 3068 F5 \-@ F1 FRONT ELEVATION - Al SCALE: 1 /4"= V-0" FIBERGLASS SHINGLE 1\Ie%TAI 1 rr AeN P rM RIGHT ELEVATION - Al SCALE: 1 /4"=1 r-0" oa co co co DECORATIVE SHUTTER 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. R703.72 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 c� O i 6 �. e CN 7 b C,- 5 Ze "? O F E S S\Q 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. 0 W cj 0 N W N U O 0a (�') N n N J -v 0 J oND u' W fR (FY .2 E: N LL � o- a N M ai u_ W C/J ° a 0r z Q .Q — CtoM Z 0 0M o mar _ 6 0 r- m m in W Z IL 2Ec�rn N¢MZ oa <o J Z < U ❑❑❑ W M r ro CD o Z J M Q13� M v' Y W p Q 0 ! TS �p � w t = Q O AnaV � V wig p— � W I- W �1 _ E N z AUMMMMMMMEVMMbl.v a ,~ U) m • a p�XO a U_ Q s oU2�Sz¢oz QE >�❑O�m o u (U oN <aYepoI°aU��o zOro U O Z }Z �z v� � ¢o a mw �EE o aF >o CD o a x o '_ CN E2 Lo J ai n} L f6 0 ^1 W LO .' c 0*) J J N < m O o C� V .� Z O T' = LOB o LO c_ M obi M M E T z Z E O W y m C a- EC U J Q Q J JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 3.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME — FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 5 [�:� 35-SH 12 5� 35-SH 12 zz::::�5 T.O.P. HDR HGT. N ti ---------- ------------ __ _ 2ndFIN. ----------------------- ----- FLASHING 12 FLR. CJ /WEEP - CJ /WEEP T.O.M. -------------- ROOF TO BE CENTERED ON DOOR 4'-0" OFF RIDGE VENT ti L_____ _ FIN FLR 5068 SGD REAR ELEVATION - Al 12 �5 9' RIDGE VENT — — — T.O.P. HDR HGT. ------ EXTERIOR PLASTER ON FRAME 25 SH 04170T0t11 FLR. CJ CJ / WEEP CJ T.O.M. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —i — — — — — — — — — — — — — N i; 00 TEXTURED o - 00 co XXCEMENTITIOUS `t FINISH ON C.M.U. ~ (TYP.) -------------- ------------------------------- -------------------------- — --- -- ------FIN FLR LEFT ELEVATION - Al SCALE: 1/4"=V-0" 00 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. i NNI .• J 'J 'Q F1.0: ROFESS\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 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q1E C:)V N CO W N � V O O J M N CJ C � N LL r N 00 d: 4 w m 2LL SZ w , N N C Li 5 a M aui Z > .` �U)rn 00o o d o_ m m 0 W W moP'0 �¢ a Z LLm. 0 NQrNiZ U O) Z J d ❑EI❑ W (D M 0 Z N O — W OO O C (D v Q _! M d O ui ^, CN') Z c Vl � �2 cn 0 W Q 1 � Q OW � N r~ o U m m E 8 I =lam = U a; • c U) s Q _0 o co J Z w M M z o Z LL CL E °Co a � }o a= w X t--' _ K UO U Q O 0 OU 0 O ZN O C E p a¢ 0 4Z a Z fu 1_ U 0 h0 MO O� z } Z Z -� a' �z CL o LL go a w W > z �_ (t� C:) F 0< a° OU �N 0 = Lo —I N rn tit L f0 0 Ln c° J N Q m O m E LO o O '— Z N r N = o o o r ui ) COc` o Z O 03 IL 0 Q o JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2 2" "NOTE: 1 „ iv FOAM TO BE USED 1" RADIUS i�lM ONLY WHEN 1/2" RADIUS �M (o REQUIRED BY 3 1/2" RADIUS rIN COMMUNITY _ q 1'-54 iv 00 - SPECS. IF NOT, iv 3/4" RADIUS " �0 DETAIL TO BE 1" 2" OPENING VARIES 2" 2" o BUILT W/ STUCCO. 1 1rLPI iv 1/2" RADIUS EDGE OF 1" �[VARIES 1" OPENING VARIES 1'-4" 0 212„ VARIES o Q , r> f' 2VARIES 1 1" cv r-1N 1„ 1'-0„ 1„ _ 1 1/2" RADIUS r c� 4" 42" , 34 a - I I 2 1/2" RADIUS �a - rri zo �� io VARIES 12' 3z' 11" 3z' rT� 'TN 3" 2' 2" 1" f " 14 BASE • BASE MIS 1„ 1„ 3„ 3„ f 4 4 3„ 4 • cO 4' N 00 o 2 "NOTE: VARIES 8" 2" FOAM TO BE USED io ONLY WHEN 3 REQUIRED BY �* C° COMMUNITY 1 6 SPECS. IF NOT, dN 1" 1'-4" 1 1" OPENING VARIES 2" DETAIL TO BE 2" 42" BUILT W/ STUCCO. 3 EDGE OF 2q • o OPENING 6 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, to N the structural plans and specifications contained within these 4" 10" cv -iN drawings comply with the 2017 Florida Building Code - y Residential 6th Edition. Engineers signature and seal is only for v I I 1 O" 6" Engineers signature and seal. the structural engineering portions of the drawing pages bearing v 1 iv x 24" LO W rn v roCq corgqo O T 0 0 0 CA tp N 3k cl� q/ O J CN, IL y M W y I �- c Q C LL a d -13 M 3„ 0Z � � o C' m 0 4 6„ � W m o m CO m 0 1„ - 2„ 4, 3„ 2„ 2„ iv ul W _ W E rn a 0 a 2 CV Q Q M Z �QrNiZ Q O N /LL N U F- . Z ° d ❑O❑ w 1-1/2" THICK v M 1„ Z oN o u7 24 o Z J c V 2'-4" 1'-10" 'v ¢ M CL 51" -51, 7" 4" E3 1 ' 1'-4„ 3„ �� z N °IN 5aC3 4� o 0 00 o LL IEM o U Q a a" 1" f2" VARIES VARIES O LU wre v N s cz 1„ c([nj 2 �`J v m p l0RZ: __.LU 3 22 , = 0 8 x I', . U o � I VARIES VARIES � Y ®Q • _ _ ¢ �m a 4„ 8" 32 , Q4i, Z 6" 4" KEYSTONE F11 b KEYSTONE F11 00 U- g s o iv I CV �1' ti, OPTIONAL OPTIONAL C o ° Z E •- 00 _ 1 _ " CV N4 u o c ,46 (o 2 44" - r- L3- o f a a a N o w ' 4" GARAGE DR. OPENING 4" �3" a 4" WINDOW OPENING 4" 4" .7' ( ag mo f1 2 IN 1, _ W 0 Y O, I2 NOTE: - . o > Z _o L INSTALL OVER STONE, TYP. N 3 z Z o VARIES FIN. TO HAVE TRADITIONAL Q 8, 5 0 W 3 ¢0 • FOAM/ EPS MATERIAL IS a z o C;l• LOOK & SMOOTH FINISH o ACCEPTED g w ao NOTE: z ` o v • FIN. TO HAVE TRADITIONAL LOOK & 1„ s, 1 1 2'-1" 1'-4" o N SMOOTH FINISH 64 f'-64 14 12 3 1 N 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-1 5q" > U-) T-8" 7„ iv ro cn 4" 3'-0" 4" L Y 1„ 10„ 1,�„ 10„ r- N A l o �l%J O LO 00 - N CIO ° O EZ N „ Q ° Cfl 1 w r _ �i =W c 0o Rs3 `r � N N •— Z Ln o N= LQ mo o o r M M � o • CN y T z �Mr Z E O o _ m ' c \ 1 Rro.. 12„ JOB NO: 20-1789 `� SCALE : AS NOTED GENERAL NOTES: SHEET No. � M • • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH vLi I rn ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: #14 copper to lights &outlets ELECTRICAL CONTRACTOR NEMA 1 200 AMP 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE 10 #10.2 copper to WH SPECIFICATIONS FOR THE TYPE 10 #10-3 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. n !0 or 410 SER Alu 200 amp r 150 amp POWER CO. FEED—_ INTERSYSTEM . BONDING TERMINATION PER NEC 14, 250.94 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE @)(] 1 �/ RECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Ot EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM 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 ELECTRIC METER t1_ ELECTRIC PANEL i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT H.B. I I 3 k3 1 I I I I I I I TO LIGHT AC PAD AC PAD I I I I I I I I AND SWITCH I I I L_I ABOVE DISC. ` -- ROUGH -IN FOR I — — — — — OPT. CLG. FAN/ LIGHT PRE -WIRE WID F — — ----- /, GFI FAMILY ROOM­"F' ----- / oil FAi -L FLEX ROUGH -IN FOR � j OPT. CLG. FAN/ !^ \ I LIGHT PRE -WIRE `\ G ' W Cl) ID FI —----------- —a ---- • IDB ---_ NTRY FOYER --- --- — IT �' FI @ 44" A.F.F. PENDANT AS CH O r \PER SPECS I I I I I I PATIO DINING ROOM I I I I I 2 CAR GARAGE WID I I I GFI I I I I I I GFI @ 44" GAR. I I I A.F.F. DOOR I I — FI GFI F1 GFI I I GFI L---- 6UC _� I- - - - -- ---1 p l GF G I I_ � I I I I I I 3 KITCHE � / I I I I G �jl I I I I I I - OPT. - VERIFY LOCATION L _IRRIGATION - - - - - Lin I I L----- GFI @ 44" A.F.F. GFI AGFI GFI : _ ELECTRICAL PANEL r DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER H.B.+ LOCATION WITH BUI DER 12-0" 10 MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" O P_11L_ 0 CV O GV M 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 H Q W" o8o � � O 'T O N 07 00 it O O O m m N I1 VO M N N 6 "' N O -� � J u7 � N LL J W M M 13Z N S � W !6 0 =o o Imo 2 E 0 o a ILW m +. N O N Q M Z J 2' Q y U J Z �� ❑❑❑ W M Z N O 00 z o J M W _o LL rb U% Y uu o 'Ir` 'tom• o ¢ V) �N w c E = � o wa � � U m w m E 0 8 C) 'o N Lv O N ¢ '�t 8' �® m ti o w M �' J z 2 S Z Q E ¢ � Z® Q E o W� Fm CL 0 o< 00 �� O CV �z a Luz C L ro _ o U m 2 0 Z � ° ¢w � z �3 0�go Q o1 a �w W oQ F o cD a CN Lo _I a� rn m to � ^L1 W a) Ln .� t° N O in Ln O M Z o r Ln OL) N LO N O r E c M M z z m a U Q p JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 4.0 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 cc 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 �@wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) F[jBD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TT TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. Q THERMOSTAT ]M ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G F J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER MA0IN 200 amp 150 amp Disconnect POWER CO. FEED--_- INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 410 SER Alu 4 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. FC...." ...... SYSTEM UPPER ELECTRICAL PLAN SCALE: l4"=1'-0" uZti 0 cat c+ 00 M 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.Flodda 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. NE Q 8 OD ��pp N N 3k ci p OF- O C M CV N u N J LL ooCO 4,0 it Lu a N M 5 aimu SZ LL LL In as Z ZZ` o W @WC 'Roam W00 IM m�Q W IL - E rn J o a Z a NQco Z a 0 U !- J z ° 0 ❑O❑ W CD 0 0 QQN Z O Q a J M d N M z !!nn o �N V LL U r) a 0 V) ,., F- = E N M O ws iN t— U m W m O U o " Q Y CW � a sm ti co c', y w Z M o LL E E a �� >� e 0 H O 0 O¢ wo U0 0a CV to az o Q dz ¢ L to C _ C Z 0y �m m 0 of >Z J 0. 2 z ul -) O ' O U W o �Z Z W �� � ;o cfl o� ZIQ a O O 7 J L0 > L6 �i rn m m � nL W ' L.n c° J N ^ Q m CLO C� o Q .� Z O T N = LO o r ai Q th cM o .= N T z Z _ E Q to m n U Q p JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See SElev) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 33 32 5 16 1 8 0.0 0.0 0.0 (Zone 1) Upper 7 2.000000 Floor 1535 1474 211 737 53 368 381.0 105.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN SCALE: %4"=V-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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. a Ind C c- 0 EL r �N 1 �ASE s�� se 0 tRtt, 5 � e LV �, V a• Se see � . �� e • 6 Q sn.as..es� 41 A��'IZA/���i sglt` �r�ssss ��pS' 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. N Q Q O r "T N N OO 07 o po # ® N J M 00 LL —� * W 0 0 w J 5LLN 2 LL LL a. (1)W c 13 M S W >ciL_ aaLU = 0Z i- Wa)0 @v�0cc= m0 o��MI@ W 2 E T o°- Z Ci N Q M Z V O J z °� ❑o I W z N O o Q N U) , r ~ _ M z O 0 LL 11T J � V .O^ — Y LAJ O Q , , , F- O o coo, all � U M O 8 Imo. U o � u7 iu 0 COC7 W co o ZZ a LL_ E z o } o <i Q E ° < ?® °� f6 X O 0 00 O 1 O N N a o ¢p ¢ o az Ww i ro z Y U m ~O O , Z Qi J ym °<' Qz 1z cn aNi o � o a mw ao o� _r �— 3 O <QCD To co ¢ zla x UO J �N >L tM L `° 0 LO .> c O� f° J N ^ O CL 0 O m � � LO o O ■— Z O s— N = Lo to N LO r 0 o cy o z E O co r Z c E c IL C) _j v a 0 JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 5.0 T-O" HRT 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 w -0" `n @2 tRY 2'-2$„ L 2'-18„ ■................ ..... ■ ■ ■ ■ ■ ■ ■ ............... ..... N....■ C�r II �: ------------•—I I d d 5'-4" 16'-3" TYP @ 2 STORY HVAC CHASE BASED ON I I : ; ; ; & 0'-0" J S6 ■ ; LOCATIONoil ;, \ � �� ; INDICATES FILLED CELL w/ 3000 I, \ \ ` \ �/ : PSI CONC. GROUT FROM FT. TOOP _ I BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ ALL PLACES ( N ■ r t 5'-416' SHOWN HOOKED FTG. DOWELS 5" I I t I EMBED W/ 25" EXT. ABOVE SLABCi "GRADE 40 STEEL" N L C J a) GG S3 — PLUMBING LINE ( I STUB UP TO _ _ I TO SECOND I iv ■ . I 2ND FLOOR -9" �-0" " FLOOR -7a' FOR A/C : '. '.'.:::::: .......... — — 2'-6" x 2'-6" x 1'-0„ L_ I : ■ r W/ (3) #SS E.W. 17'-II4" I I ■ ISO, TOP OF CONC./ PAVER TO BE 4" - L - S3 0 : BELOW FIN. FLR. �� 1/8":V-O" I PROVIDE %" x 9" � 2'-6" x 2'-6" x 1'-0" T J I RECESS FOR FRT. DOOR I „SLO W/ (3) #5 S E.W. TYP @2STORY S6 r --------- —------J ■ N ■ -I-CJ I--------�-- --------I o - I � / BUILDER TO PROVIDE (2) #5 REBAR CC VERTICALS w/ in 19 N &4 iv 4 MIN 3000 PSI NC _ APPLIANCE PROTECTION S3 FILLED CELL 1/8":1'_0�� SLAB FOR HERNANDO3-1/2" PROVIDE 1 �" I ( `� WHEN REQUIRED PER FBC 2 STORY SLOPE I RECESS FOR I COUNTY ONLY in SGD. REFER TO 3-1/2" MIN 2500 PSI CONC L I MASON'S SLOPE SLAB OVER 6 MIL FOR WIDTH VISQ VAPOR BARI ERN I � I ■ ; I EDGE OF SLAB 2" STEPS AS REQUIRED PER : ( CHASE I I BEYOND WALL ( I �? FIELD CONDITIONS TO KITCHEN LAND ISLAND : ( LOW WALLS rO 4'-0" I -- — — — — — — -�— r _ SLOPE - =-- rll _ —_-- — I ' o v I 4'-11" �0'-6" 00 I IFF `" I 4„ _ IIr�J�II� -------� I ! J CD UL�JI S3 M Ilr �IIY I uL� Jllz o-o „ LL- ■ : 6'-0„ 6„ 7 I I an I CC (2) #5 REBAR r S3 VERTICALS w/ in I r �:. : : FILLED CELL o r� �71 _ I L� -----� --� _ 2 STORY �—-----------------� ........ ��'�` ... L _ _ _ J.... ........ - 4 iV is ■ ■ ■ 1 ■ i ■ ■ ■ I J H.B.+ S6 TYP @ 2 STORY U-0" 5'-4" 4'-0" c FOUNDATION PLAN SCALE: %4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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" = V-0" 0 a X 4 . • cp � C, 0 F E 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. to W FA" s 00 �r 3 00 e0 N cp poipp O O O m N St V 0 cp N N N Z W LL ~ J * fii ai .N-.MO�.O W 5 LL N 2 L1L U Q NM S W LU m LL SZ �- 0- z< '&v 0 �o m m O W W m o r- m oo �E'' �oD IL L Z rngNo� 0 N Q( •' M Z V O J Z OU ❑❑❑ W Z N O z� a. M d. N E3 M �-J C U_ (10 •O _ Y 0 W 5 O Q C, IN v I w F_ = o = N wa � m w e O C) o c U) o ®® S m C:,w M Cl) i 2 o S Z E w� � Zo <� o E OV Wo z® oa IC6 O E x� U ¢ aa o L)0 0Q N F ap az �� c _ C 0Y �m ZF Oz z a) J QW �z rn am o <0 0 W_ ¢ aLL =3 o aF �o CD O 44- 10, a x 3 J �N > u) ui rn m L CU Ln .> c f° J N ^ Q m O C o E LID .T� Z O L") N I i.n 0) N r ai o CIO o N E O N r Z Z c E dj rp c a 0 _ ¢ o JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 6.0 CKING N N O ZZ 0 0 Y Cn O m U) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. C) 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" 8 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) 1 0dx1 -1 /2 HTT4 4215 5/8" ANCH. 1(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD713 * 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" 0 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 1-10 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 wl 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 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1l2" * 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/ 3/8" 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 -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 LlIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4ONEDGIER FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS1 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(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 REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS F FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" cl i. L IAle�iftl.C,- O wtv `� ` SE'•. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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. lu F1° co U N cp c�O O # ® 9j 09 CA M C',^ N coc� V1 (0CV J tb u. *k 'Lu 7 -,j U- LJL a a ai C: LL > a a of � Q .r � o z ��Y, c 'IT013 -' 4 of O W. °' 0 {ail W m 0� 2 Ec' o a. Z N<coz J U 0LL Z U ❑❑❑ W z (V O 0 0 ao 0 z � z o d N C/1 Co 0 oC3 (Dru LL W 0 n U O Ln N L. F- C�t E 02 '- U w rn m wigr ) Q ° rn rn �m w co co o Z z U- d E O Z _,0 z Z N ¢ N Z� oa C6 (6 i0. Up — ' 0 oz O CV p �0 < a ¢z � �9� - Y zmo �m Z, >z 5z O V, z 50 O w < r > O 10 ZI¢ 'U >L J L f° C TLO v + co N O C �} ^ �.1 , O 0' Z O T C ! N L , 0) N T o 0 tM CM o E M N co Ir— Z z C E O E 0 f° a o U -1 a m Q p aci -j JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 7.0 (2) J x U U U S6 TYP @ 2 STORY CJ1 EJ7 M1 CJ3 1 S5 SIM. W/ BLOCKING CJ5 (2) A7G 1 x I x: A I I A61 (�LL r m A51 A41 A3 SIMPSON VGT 1 w/518"ATR&(1) A2 SIMPSON HTT4 Q A2 A3 A4 J S6 TYP. @ 2 STORY A5 J (2) S6 X A6 TYP @ 2 STORY (2) A7G x CJ5 CJ5 CJ3 CJ3 EJ7 CJ 1 CA n 1P U U U TYP. J U U G S6 TYP. @ 2 STORY ROOF FRAMING PLAN SCALE: %4"=1'-0" ES UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING; INC. CAPACITY CAPACITY CONNECTOR FASTENERS CONNECTOR FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1t2" 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. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. !(26) 10d 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" C! HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1l2" F2 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 wi 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 12-10dal HGP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLYCO *** 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 10-17-19lel LOADS --ROOF = L / 360 FLOOR = L / 480 W/ 3/8" 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) } (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS r e R4tyy.'�L81'���iFpd ,g 1 !{d/lddd{111t't.'ll 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 enginee 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 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 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 �� . 0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F4411B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T /FORM & GROUT SOLD CN Q u, ' J O #5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE = N.T.S. MEMO TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16- B/ 1 T a z Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c precast rintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar 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. #5 MIN.. (1)REBAR AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL a O a ° ° .M.U. #5 REBAR AT TOP ° 4 o D A ° a ° MIN. (1) REQ'D 1-112" CLEAR a ° ° GROUT o L. A U)C Q C.M.U. a 5 REBAR AT = cn j 4 - ° O BOTTOM OF a m rW O o LINTEL CAVITY n o v \ -BOTTOM o¢dOz REINFORCING Ir < ¢ td 'M'n r-` 7-5/8"ACTUAL PROVIDED IN LINTEL Z p W G Q =' a 3 N D D #5 REBAR AT BOTTO ' NOMINAL WIDTH (VARIES) 0) � ir a �o �, �o AS INDICATED 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. IFASMALLER 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) Yd' 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/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 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 cemenfitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN TMALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 5'-8" LL O LINTEL PLAN SCALE: %4"=V-0" Q L-- O r; �o Wry Q' • �•. r !r• A5 Y DWA 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. U) C3 co N_ Sk _Q ® O N p M ^ N rn N lL W J U W a Zz�o ,6 c" ai W LL ui aair W N o _ m O mom¢ W LL mo�CO �E�0 as . Boa Z N '1 cy) Z U 0 Z ° U ❑❑❑ W Z N O 0 p�p Z ^o 2 � J C] � N E3 ^' M Z .c o W CD � - 'l r .O rl' o p L ¢ Vi �N w ry E = 2 r- o sass U 0° rn w � r- E ORig I zl1 = ° U 8 `C rn 0 m 0p w z co co z o � ry E za Zo <S Q E Uas wo " ❑a Ho WK 00 0 0� O t�0 CV L a� ¢z o ww W w w- U C C a z< 0 Y wm m 0 I O O N J a ° ¢w z tNo N 3 a o _Zo 0w U o oLL yW r� Y x3 O Y a WJ 0l< 0 --4 = �L J ai rn L f° 0 ^, W LO .> c co J N ^ O 01- C o F_ W M LO N L.f ) N = U-) to o r E E N M (` o Z Z E O E r- N � N CE U J Q C J JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. 8.0 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 ( ) UC CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW TREATED WOOD USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR' RESPONSIBILITY TO VERIFY THE TYPE PRESSURES U C E S I 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, 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 61TMS 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 ed. (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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 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 ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARINGPOINTS BRACING REQUIREMENTS, AND CONNECTIONS TO Q , 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 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (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-I-P CONCRETE NOT EXPOSED: 1 y„ 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-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 64' OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O, (END) STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "Win 1 1 1Y4„ DRYWALL SCREWS AT 12,r O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy =46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / Fy ITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALLDACE NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WITH ASTM A52 -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRINSTALLATION. 4.5.5. ALLL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 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 '7 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "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 4.8. SOIL: ELEMENTS ARE IN PLACE, 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (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 sign 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 risers and spray heads shall not be installed within V-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 trapps, 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 A - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cgncrete oyerpot�l• and mortar along the foundation perimeter must be removed be ore extenor sol 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 soil 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 T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 0 $8€PNPlE�Z�f�� 0 SSE '••. Q/ '. `� air s P IF `r. 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 Engineers signature and seal. H 8 (co, 07 O V N # QO p O p � rn° Lo J n J � LL M 4 a LL 6 a - u: I W a a Z cu o _ m O IL1Y 2EcP LL Bo a Z N Q co Z ¢ 0 7 U t- W v ❑❑❑ M � Z N O � O z z Q V) � N - M U) o OX - Lu Y w o o w F Q) N E ~- f6 U C° LT, rn 2 E O 8 o f U O N C!, m o 0 ®Q em ti � w M o Z Q Q E o Z O o0 z > N ¢N Z® oa I- @ CL O XO o¢ az c)o a� aZ CD< Q Qa r w to U) CY U -2 m� o o' Z Z U) Qz CL o� OLL w Z o go a N w W v <p o w F 'o o CID a= > Ln ai fc � nL W C ._ O W m � �*­i LO CDZ N r N O = Ln o 0 C)r �% cf) M d .3 Z c E u) E ai cc a a v ¢ o JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. SN w J M ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ ++++++++ +++ Uj 15/32" CDX PLYWOOD OR 7/16" OSB `-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 Wood panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 518" or 3/4" wood panel 902.0 2 x— lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking 1/8" gap ° 11.1 / 1? 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 %" 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 *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16' details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H h CORNER OF • HOME H C G GARAGE SIDE 0 0 0 5'-011 ¢ - '0 010 STUB -OUT FOR 1'-O" 0 9 '� GAS METER 0 0 U O � 04 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 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. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'IT-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 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" f 10d1 nails at 6" o.c. QT/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D Vie (see table below) FILL CELL STD. 90° HOOK BOND BEAM — 11 L to W FY STD. 90° CONT. #5 BCONT. #5AR > HOOK BAR SIMPSC w/ (22) NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION 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. 4 Clinch nails when possible 1 Tight fit — u (J 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate @ BCl5000s 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 1 2-8d - d BCI 6000s@ BCI6500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s@ 1177/8" 3-16d 3-16d I 14" 5-16d 5-16d 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 Vo.c, for all joist blocking panel *Non -stacking walls require additional consideration. Dr- VV 1 ANTVV1-FCMC 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 1%" 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. When joists meet over wall, provide 1-1 3/4" minimum bearing for each. SIMPSC w/(22)- NAILS 1 R TRUSS OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—` ° I SEE PLAN FOR----'°• ° . • • FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN A ° 1-III I I I� �I 1 I�T-T w� unmar:1+ f-vt, SLEEVE THRU FOOTING MONO FOUNDATION 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'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION a °: PVC OR SCH40 SLEEVE r I PLUMB NG LINE �� • • a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. a PVC OR SCH40 SLEEVE PLUMBING LINE a 1 ppf ������`�oltti11fill �� G W.V �� v C=> !- F F E S S 10' /fflllliiitll 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 seat. MM W 'Mmiiil�. QO �8 O aE O m ti U) O M N N C in N l.L � a) 00 0) @! 3� N� LL LJL d � a ig, w mLL ° wa 0 13 > .` '0U)0" 0 Z Ofo m o_ 0.O mCO W ILW'm LL o�CD rn J o Z m ". N � N M Z U O Z < �U ❑�❑ W (D z N o o C,I r U N z o U t'U Vi Y w O W ° to VLn E N o r— U MN LL, m 1— m E o m i'.., = N zl� U o to c 0 0 ° ®0 �m ti o co J� w Z M o cu E s Q E Q �� z® ❑a UO 6 E0 X U o¢ D O 01 CN CV S �z � � fu C: - C ¢o .y U .m mO O¢ Z, aI J ° 2w zz N d 3 CL a 0! LLa 5°0 w W U 3: �1 Q� _r _1 o 01 ;o x M ZI¢ a OU J �N Ili O7 m L M LO c M J N O - f W � LO o LO •— o LO N = a o r ai M M o ca Z Ecc E c a- U Q p � JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. SN 1 4 r- N `m c T N CD 1.0 J 00 r` N i a r- N -o b L0 N 00 J i N L ii Q 0 E E 4 C i iu V 0 a U a 1 i 0 v 0 J N CL 00 0 N N 0 to LM FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHS' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT, FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'4'. 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 LD p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT _�_I I I=1 I �I m.° D ' I I -I I I �I-I I 9 -I 11=I I p 1 -T-I I I-T r FOR ROOF PITCH 4.12 OR LESS. TI_ _III=III=1 u PRE ENGINEERED WOOD I-1„,I I ,III 1 I=I_ ° XTRUSS @ 24" O.C. U.N.O.I=I� --HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.- 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C F �, •' ° p r002 - z — P 6 MIL VAPOR 00 BARRIER ; p ,r 4 — D • III - C1- COMP. SOIL. ° (COMPACTED TO 95%I I iTfT� l III MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR, ON 3" CHAIRS TYP. 1'4' (1 STORY) STD, 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS "T z 11=1I -1II-III 4 11 °° - �- III -III III 1 III- I •y � : . I -III= SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O,) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.0.) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS SHEATHING REQ'D, FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C, W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6", (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 3/8"MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" .SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS. IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" W1.4 x W1.4A. INCLUDE THE WALL F, F, O.C.) 2 LW` OR FIBERMESH ATTACHMENTS 2"F O ELEV, -0'-31/2" z 31/2" MIN. f 31/2" MIN. A.F.F, O _ _ _ b b' `�- N o0 ---- D p ° p . =1-III-T-r 11=1 I 1=1I1=1'31/2"(min.)- 4" °O ---- ' ° ° 31/2"(min.)- 4" I I-1 I • =I III I I iEil 11= , _ -III-I I =1 Ir -1 I I it 11 I I M I 1=1 I I-1T_I I I-11 t I' `, (2)#5CONT. � 4 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL tr STEP car SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" GON," c� ecs. -�\Ics� M �r —bTzd TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-1 —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I p . 1/2"(min.)- 4" !"(min.) - 4" =lam I_ =I I r= I I i I I 1 �- 11=1 �l I I I fi=�l I I-1 11=1 I I III -I I -r` (2) #5 CONT. 4 II I„III„I I,,II8 f=' U.N.O. MIN. rCC TYPICAL BEARING WALL @ STEP SCALE:3/4"=1'-0" , S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL $" C.M.U. FORM SUBMITTED WITH PERMIT /' 1"x P,T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER W/ 2 / T @ 24" O/C SIMPSON w/ G/S3 FOR ANCHOR "°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J'• BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 0d NAILS (IF NO UP LIFT ON @ 24" O.C, VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)11 NAILS @ EA. STUD 6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/x SPACE ANCHOR SIMPSON SP1 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] BOLTS 6 MAX FROM " SPACED EVENLY 2X PT PLATE #5 REINFORCING w/ (10)10d NAILS - FIBERMESH BAR a �, WEEP SCREED INSTALLED W END OF 2 x PLATE TYP.2x P.T. PLATE ._ PER MFR INSTRUCTIONS UJ D ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 421-`111 GRADE - D D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi m ° =1 11=1TI=1 ° b FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] b MONO OR STEMWALL ° Z Cl) — — p D 25° MIN. LAP [30" MIN. LAP] ° I—III=�—III FOOTING MONO SHOWN o —"'— - `II 11=) I 11=� D• ° -1 I I_I -I I _ _ _ _ LILI W FOR CLARITY ° D ° °� °O 6 MIL VAPOR BARRIER 111 I I 1 b °e. ° I I -I 11=1 I 1=1 11=_ R 1 7/8" `� I=1 1 III=III=III=III=, #5 REINFORCING BAR +I I o ° D I-1 11=1 I I-1 I I III -I 11=1 , z ITI-1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE, 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH 4 ' III III —III —III—' T ° III III -I I i=1 I I=1 I 1=1 11= II -_III=1 I I-=1 11=IIIIII=1I i I.=1I 1II' -T-_II-III-� ON 3" CHA? (2) #5 CONT. 1#5ASPLICE 8"NOTE: - COP. SOIL. (COMPACTED TO 36"MIN. LAP [36"MIN. LAP] (TYP.)IRS 1-4" 8" *FOR *FOR BEARING WALL 10" W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM m� I I = I I -III-III-111-III-I I-III=1 III-III-III-III-III=III=III-' 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK —�—ITI-ITI, ,III—LI—I i I_I I_ITI I I=ITI—ITI- I TYPICAL INTERIOR BEARING #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. -6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 -(1) #5 REBAR w/ OPT. '+=1I1=1I1=1 I1= I I1=I1= 1I1=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d N M 471) -I i I=11 I 4„ I 60 ILL -II .I Lr=r I I IIII1111I •�. +' , IIIIF SEE A/S3 OR J/S6 =111i11.11,;,III II,I+J= FOR REINF. INFO, 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD, P.T. 2x „ HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT - a INTERIOR s 4. ° , • -311 A2 a a.. ti• CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m . C IT— M 00 6MILVAPOR— _1-- BARRIER ' �III,IIIiIII; III ,III,; II+ 4" 4„ INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM wl {3) SEE ROOF PLAN S.G.D. (U.N,O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �;; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a •. < — - TOP OF BEAM ° S7-7 EE ROOF PLAN c c °' �. (2) HTS20 FOR STRUCTURAL __ I I , ; ,IIII, 111 M BEAM SIZE & °' 1 E CONNECTION INFO + 2x4 #2 SYP P.T. FRAMING w/ , ,� I' + SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING d'- " �-�'r � 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 � a SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T, #2 SYP SLAB INFORMATION. J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E - TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo 2 GRADE a61 M FILLED SOLID (SEE PLAN FOR - —_ __ = a a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0 _III -III ° °. i WWF OR FIBERMESH "', Z H w Q I —III- III —I I I— w III=1 II I 1=1 1=1 1- ° o w cn _ o• z BRICK PAVERS or SLAB PER 0 o I I I- a a = - z a COMMUNITY SPECS 111I' I �_=1 =_I(-1 I Ia —I I I I —I 1=III== IL M ^ � U-0" FIN. FLR. III=1 I =1 =1 I =III 11-1 III FOOTING LU I, �II� I IIII I IIIiTIII„ � 1-III-) I I=� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE ' (SEE SCHEDULE) ° 9aa SEE FOUNDATION FOOTING WIDTH 0.. a• . - • . CONIC. PAD INFO. '�' SEE SCHEDULE TAPERED COLUMN FRAMINGKGD�12 PATIO COLUMN FTG. DETAIL N SCALE; 3/4" = PA" SCALE: N.T.S. S3 I M r� r ,ii0ittttl fAil'lej� `0 � 0 v • � �Fj o v GF,,� o P v 5 F l.� •` 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. 0 10 0 N ,y � 0 0 0 m W J M N ti N 0 LL J * W M y�„M6�-�'n6 SLLN 2 '� o Q any 52 a a 0 Z>L -0rna, o m�9 mmoJ W W m o��O M 2 Ec�orn ¢ o a C Ij U z ° U ❑ 13 1-] ui M M � N O � N z o� v —d M a. M N a 0 0 _ u U ) Y LU a Q a a cn , U = o o ws � � u M E`.. o U o N G V) ID Q m o C J w C', M z z U S z c E o wo o w= >o as z® Qa O Ll C::,Q CV Z .p Q W Z ro _ az U mo z J � ro Q W �z OEMQ to N 3 aI °oa ��z Z ao F� =1< �a J �N > Lo L `6 > Lf) . co CV 0 C O -0 CD I— A CD L`A' i / O •- N0)=Ln o CD r 4) m N M M o z z E O 6 NCC _ tZ o U J Q p � JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. S3 of 3 Q LO N L LO 0 J 00 n i N a r- u7 N L v_ 2 u7 00 0 J 00 i N a i c t, a 0 0 i a E E 0 L C J cn LZ O U Lv U N O i U i i i 0 0 J fi 0 a M 0 0 0 a 0 0 M ;j 0 Y 0 m r� 0 rn (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 EXTERIOR FACE OF BLOCK EVENLY „ 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 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 'I / 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (npj 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 +' 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 BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL �F� TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S(� - 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE I3RD 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 MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D "J4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK WI (1) #5 FOR CONCRETE PLACEMENT / a a d 11 a a 11 8 STD. 90 HOOK J811 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O 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. �Jrvi SCALE: N.T.S. S� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J — W r > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY i :..:'' : •::� -GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a d a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10 SFFA OO�L �N 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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 WWII 111ll Ix 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (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"xl0" OR GREATER HEADER �--(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 O,Q { SIMPSON HTT4 TYP. Op Fiy�Nc, U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �S4 GE SIMPSON SIMPSON L 1 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. ill� 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 SIM SON SP2 wl (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD z a 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF • 4&,, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS J SIMPSON P.T. ATE SIMPSON SP4 —, a SIMPSON SP4 SP2 SIMPSON SP4 all 34 TYPICAL INTERIOR NON - BEARING 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) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) °o ° • HDU2-SDS2.5 wl (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 w/ WASHER & NUT 9 • 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 N SCALE: NTS S4 TRANSOM FRAMING \-NAILED INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR co ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 I -BOLTS @ 24" O.C. MAX LINTEL I J. Iff.. . 2X P.T. PLATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL ROOF TRUSS ABOVE f 2X BLOCKING a 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a /e a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. f ® a ��`!lE oOW 0 •a Ict OFU rEEiltttf.lt!! 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. Q 8 N (D W 0 0 0 q L o N J go � vi co w a4A 13Z ���, 0�o @ 20 g,. O W 'm o r1_1 CD cc M 2Ea'rn cc a•ILW NQccoz U O J z °0 ❑❑❑ W V M z `N o c z o J M � N N z/� o (D 4J .O N Y W o o cn �V) L. o �,sa allW 00 o U F E O o xl� = j WCL ®0 a CD w M �< p z E wo �z >N E o W- " _ E R8 U �� uo oa mz N i °wd o (L w 1_ - o Y �z Nm o _ J aW �z o o<nw z z go Q 3 LL a �W � � ¢o L� o �< ;o Z¢ a o �N 0 = ` > Lo J ai L f° LO .— c C° J N ^ O C 0 c LO O � v Z �y r N= Lo O o o r M M m D O N r z z r E Eig •, 0- U 0 Q p JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. S4 I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR •• FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA.� OUTLOOKER BACKNAIL w/ (2)16d NAILS 21lx4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24"MAX. TOP CORD BLOCKING I 45°± X 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER o EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. 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 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING — ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM 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 7116" o THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. AK w/ @ INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 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 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1l4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" 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 CO NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING _ `� Co i00 SHEATHING DETAIL INFORMATION 1 1 1/ ,. 2"x4" CROSS BRACE WOOD TRUSSES Qo co 00 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" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL I (D = 0.207 , L = 41/2) OR EQUAL END TYP. TOP & 0/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d 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 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 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 EACH JOINT W/ (2)1 Od & (2) 1 Od EACH JOINT W/ (2) 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/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA, AND 12" O.C. FIELD (2) 16d NAILS 2x BLOCKING END TYP. TOP & BOTTOM ATTACHED W1(2)16d TOENAILS TOT Do 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 10d 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) rGABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od 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 HGAI OKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SIDS SCREWS TO TRUSS & " . SIDS SCREWS TO PLATES ATT 36" O.SIMPSON SP2 w/ (12)10d 16d TOENAILS C. 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 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 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 EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS �$� SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" 0/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS 5}5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I ` ° ° ° `all ° ` ° , ° �� � � ` ��'° ° ° _ ` Jl m � ° I� ° ° �� � _ ° � ° � ° ° ° � . °il ' `° ��� . ° ° ` • II °° ° °° ��° a°° � `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3)i SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 OUTLOOKER @ 24" 0/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) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION SCALE: N.T.S. SrJ 'MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP N "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2X4 BLOCKING W/ L (2) 12d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA W/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM =�i[:MASONRY WALL ::�ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 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" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„A 1/2" SIDS ^' ^ VVIY I. [.1Lf1flllVll 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 HIP FRAMING REFERENCE PLAN L 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N,T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" IIL" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 17 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. r 0� 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)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 C� '�""Viz,�,����i I oo���RO , • tZ' r' NS E •� V� 6 UA Q 0 U 5� q� ••..F k.. ........ �p "'o o� JPitttillFEWo `\` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2011 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. W V 8 N [O W '4 0 0 r, 0 N_ 0 009 M N N C n N LL 0 W J 9�N W LJL J u_ a Q 0 Z 22 LLSZ null 0r--CO O J W W m 2 EM°' 2 ¢ o ° z N °d ULL F J oo❑ W V M 2-1 o 0 Z 6 Q Q v J (h GL N Wv) M ♦n O lJ � V W O n 0 O G) W V) 0:� o N o all61 � U CD m Te =w — o g t =1 U o 1 c U) i-4 m M o Cn Cn M p z O z� ¢N OI_ O W Z® oa ca t— '6 X tth °O 0 0� z C ra L wo <Z ww W� a3 �o CY c m ° O¢ Z' z 61 J m < ° gz (n W 3 0-LLLL 0� U a m0 �'Z o wa =o o �t zMj o� ¢ l' °- U3 GN 0 = >Ln J ui L m 0 ^, >W LO C O C m 0 N.� Z T I 1.C) O LO r N O o E c Ch CV)Z (6 Z E E O N T 2 a E U 0 Q p � JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. S5 gn v LO rn N 's LO M 0 00 I 0 i N ti LO D1 0 0 J 00 ao N 1 L c d v i N 0 i C a E FE a� E 0 x 0 C C J co 0 U 0 U y U O i i Cn y Y i 0 U J a) I.r= 0 0 M 0 a. N 0 M 0 ;1 a m ..-a 0 (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 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF 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 PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" 0/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 w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS a = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od J LU w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD _ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF tB R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY)' Wl 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.l BASEBOARD MIN. 2500 PSI CONC. SLAE MIN, PSI MAY VARY PER MUNICIPALITY c a. ° . r _ I. I —I Imo— I I —I I IEEI I- 6x6 w1.4xw1.4 I I —III —I II I �I I� WWF OR FIBERMESH I-I1 tI II�It I I I I— STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w � a a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH /'4"to 6" BELOW GRADE \c a .a : FINISH GRADE e c ° III1 � I —I —I 1- ° I I I I I I=1 I- I `—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR '--"' (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION — SCALE: 3/4"=V-10" S6 00 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 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 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z T r � PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 24" 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 CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2) 10d @ 6" 0,( PRE-ENGINEE FLOOR TRUSIE 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) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. Kil B.U.C. (8)10d NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I� CO a°II I�TI 'Ie .' to a •• a •� �Il t� —8;I' r � III—fII�TTTII1.�1LIM., v8' CLEAR 1ON3"MIN. INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING W = SOLID 2x N C BLOCKING @ ALL o C SHEATHING 00 EDGES (SEE OPENING SECTION X-X d U C x Ew x E r 2x STUDS W BEYOND. SEE PLAN 0 Ll O rz G FLOOR SYST M il 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING WALL SHEATHING SEE PLAN BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. Q � 4 FT. ® lJ 2 5 FT 4 FT. O O O 5 FT. 4 FT. �2 O3 t� 1 0 1 O © O 4 FT. 4 FT. 0 O 4 FT. ROOF NAILING ZONE DIAGRAM sF A�Npo� tqN 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0) ROOF NAILING SCHEDULE: 0 Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD K ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u- Q SHANK NAILS) = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD , W (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 WC, LL�0 o 00 F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH Q F - 0 0 0 = PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z � w 2 u- X STUD AND OR BLOCKING AT ALL EDGES. N W 0 W v co A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 'I '1 1/2" O L S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. VFR CAi RIx IN S6 & NAILING SCHED. SECTION X-X 1 S4 BOX HEADER ONLY o "'10,q N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN •• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (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 ad e °. (V 'd ` j M -III I I I_I I I —I I° a 'e° ° .. -1 I=1 � I —III I I _ e•° e �. -111I II I �IIIIII a ° '�I,;IIII e e (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 (3) (3) (2) (3) 1 (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. co u, FINISH GRADE co IIII;I' @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. a `��t'�lE1ltElfiffP�j�� '* 0 W N ��r��• e'�',\°\ e S ', •• Sp �✓ ON . _ ••'••. F� y •°• ...,. ��0�-ESS\a� `�r''��c�j6=idll 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 Engineer's signature and seal. W 11- a E 00 CIO pop v N N_ ik 5 ® chNa m'nN� M N CP .� � LL J * Lu to m .�., J 7 u_ LL a a Z N c-, 5 �0'i� arn� W In aaLu 0zxo roo m00 W ILW 'm01-CO -E& °'"`� �� xoa xpf� Z 0 NQa1Z V 0 J Z �U ❑❑❑ W (D Ina z N S QNQ (D z O Q � N N z o 0LL � 1 T � Y f6 W n a 0 ,N I ° E N o ( U 0 W F— m E U z'\ III'IV�rr��' �- -C N U o c rn ¢ , m _ ° Q sm o � J W M M p Z LPL ca E Q 0 zo wz >o z® o� H nj 0. O E n� p 00 z o � N � w o ado WZ ¢ y iY _ - 'm w� °LL Z 'z J Rm gN W N 3 2 0� o� g0 �0 y Z = 00 ¢¢ WO CADa zIQ O° ?i N LO ai rn L cc W .— J N Q C) m „C,, W � L(') o . _ z C4 N Lo 0) N o LO �— ui w OM M o M N ,_ z E CD - [1-0 o . J 2 Q 0 a) 30B NO : 20-1789 SCALE : AS NOTED SHEET NO. S6 SCALE: ill= 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 0-, VVHLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2xl2 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND 4' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER � BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL 2xl2 SYP BEARS IN WALL BLOCKING FOR 2x12 t,,�x4 x4 PT UNDER 2x12 C 2x6 SYP tCOMPONENTS IQE MOISTURE ECTION LZATTACH 2x4 SYP BLOCKING " X 2x4 PT NOTCHED INTO STRINGER FOR STRAP 2" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 / OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER E 2x4 SYP BLOCKING FOR STRAP G PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ �_� ____— CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" /-" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL - --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 17' = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUEAT STRINGER CONTACT POINTS v SCALE: 1" = 1'-0" L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING �H E SECTION VIEW SCALE: i" = 1'-0" -3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK] C � NOTE: 2x8 DRYWALL STOP NOT SHOWN GAy - TOP OF STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" , 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO ^2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR . 2x8 SYP DRYWALL STOP PROVIDE BLOCKING MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 SIMPSON A35 ❑ 2X8 BLOCKING {— 2x4 PT UNDER 2x12 OR LSC EAz4lx CH FOR NEWEL POST /J STRINGER TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING 6� 6�� (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND OR 1 j"X16" LVL FROM JOIST TO JOIST. USE NAILED TO SUPPORT 2 X 12 BLOCKS, GLUED AND FLOOR W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT _TO )ISTS) H 2 X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" 0 I� 0 ..�. �(^..r. ` L + I ••■ Zz _O �••, C6 "• zzi/0 �`�+ O F E S S\O�\``��\` /fo' nallItill%l'�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 - 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 Q v 8 Co N to W 0 0 N Li 0 tT c0 J MNNC CN LL co I-,k y �_j LL#a LL N LL = Nth W to away i WO vtn� C) W WM m o_ m O W 2 E Z� J � Z M 0 � N 0 O � 5 NQthz U F- J Z �0 ❑13❑ W z `� o zWRim zo _I M d n M o (� � Y w a a U a `- V) �c/1 W E � a � MalE U CO iT 0 8 =1A` =--: U o m ¢ 0 �m o C J w M o Z z � LL ta0 zo os<� z >o Z® oa mE v Q — E <o XU ab 0� =0 0 oz N z ao ¢ az ¢w L rp Cl) o 0. Z U ym m 0 o z Z '<w v J a ° z z to d C 02 az ju ¢p all Z �3 = F o w �o a� Nr zI< Ov yi 0 CV = ` > L.n _1 ai rn E 0 W LO c J CV O C 0 D (0 o Ln ■� z NO T CN I Lo a) N CD �— E c CN Ch CM Z z E p � N r 4? c R 0- U °r v Q p c JOB NO : 20-1789 SCALE : AS NOTED SHEET NO. ST 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 FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REPAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2' TAPCONS FURRING #5 REBAR ♦ � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTOTAPCON @ 16 O.C. & 4 STAGGERED @ 16"1x8 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1� 1 x8 w/ 2 ROWS 8d NALS -� �2 DETAIL () 3 �� DETAIL STD. 90^ ♦ D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.)**411 FACE NAILS 10d @ TRUSS VERT. WEB { 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT L1/2" LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � ♦ JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — —j TAPCON 16" O.C. & �° END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' +2, NorC FIRST COURSE HGAM10KTA 12" O.C. @ w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8L NOTCH I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5� FIRST 2 COUAT RSES E ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATIONL PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 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.) 1/4" MAX SOLID W/GROUT 2 _p 1 X 4 FURRING ,r SOLID BLKG. AT TOP BTWN. 8 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS 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 45' DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE + BRACE(S) 2 x 8 BRACE/. 7BKG INSIDE TO ALLOW FOR INSULATION +< 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM • FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR �' " SCRIBE (NOTCH) POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN :�� .; •:.�.•• ;,: • .' ' CONNECT W/ 8d NAILS BRACE/ BLKG, :....:.: N.T.S. j4 ~ 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) PROVIDE TAPCON WITHIN f • INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-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 4%" 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. (2) 10d4' ARCH DETAIL MAX. RAID. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x0�F TO TRUSS RygN TO TRUSS TOP CHORD 1- 11 5�- ar1 SCALE: MIN. 4" EMBEDMENT AT 16" O.C. + N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) 1/4„ MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + o ° ° #5 BAR 2,_01' 8„ + SOFFIT p . o P ° 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10„ a a ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP , e o ° °� 9 H IN TOP o Sd NAILS EACH TRUSS _ o KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) < CONNECTOR °y MONO FOOTING D VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4° 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ o S 2 x 8 VERT. BRACE() INSIDE TO ALLOW FOR INSULATION ARCH % CLEAN FILL o ° _ D #2 SYP @ 24" O.C. ENTER SO IT DIRT � z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° - ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP 42 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90° HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/2" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") -� ` 4 ' -°- �- INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , v v v- o o o- THRU OSB INTO 2 x 8 O.C. �. - �. a �. Ilk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S, MONO TO STEMWALL FOOTING SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 34'4" 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ANCHOR 9 ga. PANEL PER ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" > z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w! SIMPSON a \ 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-01, F F EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3„ MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP ''- v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT ' D —�—III= I =I I `I I � D ; _� _ ff�IIIT.,.f(-I,�.1T Cn t¢i a 1 ' _ I� — — I— g _ � , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE.��. COVER PANEL REINF RCIN W TH PP LF F 0 G I U ER HA 0 MORTAR BED AND TROWEL 6 MIN. LAP PLICE W/IIIIII-S D- —1--.11 EXISTING FOOTING2 #5x6 IN CONC. REINFORCING PANELr SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT L� U)c"'1t FILLED CELL DRILL 3/4"x5" MIN. HOLE ITI- GRADE D, D —I t r— T 1 SE BAR N E P OXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP¢ p . A• ; G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° c.l R REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. T g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SURPLUS MORTAR OM FACES OF GLASS BLOCKS WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN, 3" TOOL JOINS SMOOTH AND CONCAVE, BEEMOVE FORE 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 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 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" = T-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. n LfLl lllf `tttt@ttlltlliEFf� S' i `• \� 0 < ! j �ffff(II�I4ttttt'�t 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. w O O N {� G (0J m(0 - N N C Y 1 , N •u, J 47 N LL OD W (ii :3LL0 2 M u' a a , ai LL a. aLu Z �ra� Oro W a o 00 m� ILW LL ca0 .E&0 oa z NQcnz U z d ❑❑❑ W (D M z N O _ 00 z N z v d O M _ z •0 Vi 22 o Q c Rig v W ` E o If _ =� d c- _ a e Of(9 � Q rn 0 r. �m o w CMJ z ¢ o z z J U_ z o o s > o z< 14 Q 8 w= z® oa H ni U 00 0 cz) E N ro d~ a� wo ¢ Y z a wz ro o O Y U m o o< z U,) J �� aW 20 z (1)Z ° z ww W U ¢o m� =3 o w <� c� � a v °< ° N J > Ln ui m f6 �L\J W Ln c O') J N Q O s -a CO Ln I� O NO �--. N = Z _N_r LOB o a) W 2-1 N M CM o z z ECo O r a- 0 Q o JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. 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. Cg 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 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COS T&BCF WOOD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3;7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACKir MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.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 OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD SEE PLAN FOR ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS 111�j SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE i00F PLAN FOR M01 VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO (2) 2x8 #2 SYP wi 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 44 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 aC� RAISED ENTRY MASONRY WALL 4 SCALE:NTS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION 6 CONNECTION INFO 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) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NITS SCALE: 3/4"= V-0" jgi SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN FOR CANT. �7116" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION gFr.TinKI AT HIP rARI F JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 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 6 SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 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. SIMPSON LUS26 w/ (8) 10d NAILS —' OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO 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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 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 g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/----/ L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS L �tttttrrrrr� N����` �g0 W N DNSE •� �' zz • • 2 g � •• FLU ✓�rrr,���',` �'• �' 4 0 F S'o�y,�` E S 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. N W Q 8 N 00 `° N V O M N[ N 0 �A J m U. W iA M a n S �mu:ZS W N as U, z 0 0 o 0e_ m o Coil. N m 0 mom W W O 2ETrn ¢ �p a Z IL o N O N Q co z N U d J Z �U ❑�❑ W M M � Z N O _ O O Z �QQ Z O Q Q � J M � N (nv) M o a)- _ `n Y w a 0 U � OP YZV) LJJ VE c_ r— v m3 W m �- a o t di�oZ. o o C W M M o z � J ce E CL E OV ¢ Wo �® ❑a Ca mo O a F uo o a z N i >2 'J ¢"' gz cn o� �o Q U � I0 �L' w �k ao o w§ >° coa V' z¢ 03 �N J Lo v m E L f0 > L0 c 0) co CN Q N C) CD m r11_ L0 -0 -0 3 o C� .T� Co CV I Lo Lao)N LO r c o 0 CM C` E f0 3 O N T z z E ` C m o a c JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. D1 Mn Q r- N i L0 M O J 00 i 0 i LO 171- _ LO N 0 0 J i L 00 3 0 0 i E F� E 0 C N i r� U 0 C U i .0 0 i U .O i z I i 0 0 0 J LZ N 0 0 0 0 (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" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STU FOR 2x8 WALL ) MASONRY WALL CONNECTION. @ 24" O.C. EXT. SHEATHING A BELOW AND ALT. 2x CRIPPLES 16" O.C. @ (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d NAILS T/B FLANGE 1. APPLY SUB (2) 10d TOENAILS AT EA. BLOCKING (3) 2x # SPF INTERIOR HEADER FDETAILS STUDS LO FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. "Nx © ADHESIVE TO 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE 0 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 B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING 12d INSTALLED AT EA. END ° G.C. VERIFY INTERIOR REQUIREMENTS w/ (3) EA. END TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB 1/2" GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD 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 BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP 7 1 () Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR DECK NAILS (G.C. TO INSURE SOLID BLOCKINGU TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM 1 FLOOR TRUSS/ I -JOIST SEE PLAN IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR 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 CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR 3 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2 (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION PLATE SEE PLAN u•� o, o00 o 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 A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d @ CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE o INTERIOR HEADER NAILING AREA (TYP.) FLOOR PLAN FOR HEADER G (2) 2x HEADER SEE PLAN E 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (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" OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION SPFEMBEDMENT PAST STEP. PLATE L SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6"E PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 10d TOENAILS AT EACH 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 1 1/2" SP8 FOR 2x8 C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) END OF BAND JOIST & BLKG. (2) 2 x #2 (USE H FLOOR SYSTEM SILL (MAX. OPENING WIDTH 4 FEET). WALL} @ 24" O.C. 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) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES �� BE SPACED WAN 6 FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR Z 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. 16d NAILS & 5/8" BOX HEADER EXTERIOR HEADERS SEE PLAN FLOOR TRUSS/ t-JOIST SEE PLAN ANCHOR BOLT w/ E F GYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TAPCONS TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED 2 AND (2) 2x TOP PLATE /f2x CRIPPLES @ 16" O.C. w/ w/ (6) x PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS a o TOP AND SIMPSON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • a • ' NAILS AT BASE *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 PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY.6 HEADER CONN. 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ O x 1 1 H NAILS AT TOP AND BOTTOM BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER CRIPPLES 7 (IF ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. �'� . -'J_ ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) 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 MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN SIMPSON LS30 w/ (6) 10d x 1 *FOR 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS DOUBLE 2x4 OPENINGS LESS THAN 4'4" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d 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 MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C �c�r 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ @ END OF HEADER. SEE EXTERIOR HEADERS p<qT NO 2x STUDS 16" W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FA �8' TOA TOP SPLICE @ O.C. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft 2 2x {) M/N (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD . ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF 8 BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). . A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON , SCALE: N.T.S. 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 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. BLOCK OUT TOP PLATE ATTACH END OF OPENING CENTERED TAPCONS B B, W/ 10d NAILS" NAILED TO STUD PACK / FLOOR DECK FLOOR DECK 3(2) O.C. @ 2x4 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 JAMBS2x8 TIE BEAM STUDS SIZE & CONNECTIONS 2X CONT. RIBBON PER PLAN 2x4 W/ 2 ROWS 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 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. 111'j SCALE: N.T.S. \ F--. y v � v OlV �. .... ,' : S.......... S E , • o bbi�V! R O F E S S 1 OAP\``\ To the best of the Engineer's knowledge, information and belief, the structuret plans and spec f cations 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. w 00 "It8 00 NcD O O O 0) co N LoQm8 c M N N N' J LL 0 5 LLL N 2 i LL- a z 13 ,� c� S �;oji52 �L � L W (n awLu a o Wm ato OR m 0 00 m RE o m <D C E 0 x o a N Q M Z V O J z 0❑0❑ W (D N a z�N v ¢ M d N M vT' J � Y !r o a O L/) �N w ° o = 2 m ULjj ` e 0 ;.... . = =��y U o ¢ °o ° �m o �w Z CM M n o < � LL_ ii p E zo oo >o as ? (do X U oa Up Do °� O o i ap <o az az ww z n3 U) - a U Nm mo o ' Z az � J cl) <n gm ZZ i o � go a Wo U G 3 O Jz ui � ra o zla ° 3 J 2. > Ln m L f0 L0 .� 0) t° CV —' O o O r1%1 :30 N T CV =LoLO Z O o LO r ui w C0 M a M � N E O Z d U J Q Q J JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ ") WEATHER ✓E BARRIER & 1ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat 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 NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv-�onirvu SELF -ADHERED FLASHING DECK JOIST 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 ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" 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 i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 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 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHII' EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING -eli r-_onWGDGn CI ecWlnrr_� Ir ON SELF -ADHERED FLASHING rLr��rnrvu 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD B VINYL SHOWER PAN SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) .E AM SELF-ADHER O 1'-4" PER PLAN SHOWER SEAT 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z W a d W v W Lu 0 SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 14 0 0 0 0 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 Q 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 G d NS t f nt d t t' ASTM C1281 AAMA 812 th d t d d t f th SCORED __LL� ra a or grea er or proper lol expansion an con rac Ion, or o er approve s an ar as approprla a or e RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASEDHSIVEASSHOWN) APER TO SE 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 manufacturer's instructions, in accordance with the flashing manufacturer's 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 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. 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. ' 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGIASS �17 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB i BOND BREAK WRB ,--SF LATH ail I 'ER STOP A NUOUS BACKER ROD LANT NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 i� P 0 CV ZOR M 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 - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W Q E Co o E N- ampp O O O p, co N_ ik ®O I• N C �`'� N ti N Un N LL � ao U) +�-M�-ON 5 J W LL LL a uj C, W "ILauLouf Z °' 0 W o In aJ1i o m m C) W moor° �E°'O' _oa ILyW qN Q C) Z U O0 Z)2 a U ❑.7❑ W N z Q D � QQN Z O Q � Q J th O d th z D (D o Cr= Y f>3 w o o Q N �LO WJ c o � � o � U 0° m WJ _ r- m E o 40 = N ¢°M 4m ti co co 0_3 w W Z m o g < Z J Ll_ Q E O E z zo oo z >S < � Za ❑a .- M � U° CIL CD E o� _ 0� z N i w 00 ¢ O K � m 0 tp C/) 0 z or U " O Z Z(n Cn J am 2W 2z N 0< ao LL Ez oLL Z =3 V; WJ � o it zIa a O c� 3 L J i� L f0 > ca N O m ^, C p T- . _ Z 1-- N = o LO o r Ev, TLn M M ° m D N vi r Z Z E O E t0 a o U ' m Q p aa)) _J JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. W P Fl,:; ,�'�.- �. .:.._. A3 - -- -- - -- - -- n y'flt�ii! 1!£1 �»3„ FL17244.1 -- +. , . sts., 2 -. >-.•. '. <.'' a. .. .. ESR-3455 --- ---- --- = ..1.. . r. ,v . „ . _ z - ,a 12/31/2020 A23 - R ..: � FL10446.2 . t�. . ri ,.^� �. - ' e, "A 3 _ 12/31/2020 --- - 12/31I2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 1213l/2020 12/31/2020 12i31/202Q 12/31/2020 17131 /2020 12137/2020 12/31/2020 12/31/2020 1231/2020 12/31/2020 12/8112020 12/31/2020 _ 12/31/2020 12/31/2020 12131/2020 12131/2020 12/31/2020 12/31/2020 12131/2020 1213l/2020 12/31/2020 12/31/2020 12l31l2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12f31/2020 12/3l/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12%31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020" .12131/2020 _ _ 12131/2020 12/31/2020 12131/2020 1213l/2020 12/31/2020 12/31/2020 12/31/2020 1231/2020 12131I2020 ........._-.................-....._.._..._.__ 12/31/2020 12/31/2020 1213112020 12/3112020 12/31/2020 12l31/2020 12/31/2020 12(31/2020 12/31/2020 ----._...--- 12/31/2020 12/31/2020 12/31/2020 12/31I2020 12/31/2020 12/3112020 12/31/2020 12/31/20201z3spsF 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 I?J31/2020 12/31/202_0 12/31/2020 ..............._.._..... _.... ....-`--__ 12/31/2020 _ 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 123112020 12(31I2020 12/31/2020 12/31/2020 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET /Zap$� As required b FloridaStatute 563.842 and FloridaAdministrative Code 9B-72 lease provide the Information and approval n on e R y p prnumbers the building components listed below If ill be th they we utilized on e construction project for which you are applying for a ' N N U L O L N CU [L •- }, O N !n 1= N -� U Ca O O -L O � = O - C .O LL - � Q L+-- Cn (1)" {, ,W ^ CD i^i C ,•L ~ '- - : - T> k ESR-2606 HD2102 ----°--- - FL17232.3 - - -- ESR-3445 --- 12/311_:i HU210-2 FL10856A ESR-2549 HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date Mou17tIng Brackets (10 G 491 �q�# g 'y� q �j �y - MSKI Cross 14 f be cut W4! �, � Ii?llor ttk fight Brack � 16GaUl OIS I �Z 0 A A325 r.2N. ;. . (TYR) 0 _ all, 4, Y_ . a 1 1 111 - i AIC U t Bottom Ede " Hurrkan0!'aj? i/P j I� 3 ifs ri Fmat Cross SuJplW SeftXrkirwl NLO beCLiC to ) Left B! et (16Gauge) I�14' S lf-Ot.fli C�'e ThruByac:keu-& tkCrd STOP hito A/ Unit6MI MI. aide lical- �` h side f*i hurr%ane 4�5�) i I ( N. ) �, INSTWN WI afft> Dtifwlms_`_:wA a YAWSNALTW12 HD26 FL17232.2 ESR-3445 12/3112020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28 2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10956.4 ESR-2549 A- SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 -- - H_b412 FL17232,4 - ..... - FL17232.4 ESR-3445 ...... .._... ........ ESR-3445_ 12/31/2020 12i31I2020 HU410 HU412 FL1085&9 FL10856.9 ESR-2549 ESR-2549 ThermaTru Firt�er-Classic and Smooth tar (NON -IMPACT) FL20461.6 +67:0/ 67:0 psf 12/31/2021 __ _ _ HD610 _ Hb6410 FL17232.4 FL17241.7 -E8R-3445_ - ESR-3444 12/31/2020 12%3112020 HU610 HUCQ410 FL10856.10 FL11468.11 ESR-2549 SIM200804 ThermaTru Either -Classic and Smooth -Star (NON -IMPACT) FL20461-9 +67.0/ 67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 S►M200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470A SIM200803 ThenmaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67-0 psf p 12/31/2021 HTA16 FL17680.4 E%aluatiorl Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20 18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL71473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0,1 40.0 psf 12/31/2020 HTT16 FL77324.2 Evaluation Report 12I31I2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4I14/2021 _ -Evaluation Report_ 12/31/2020 HTT22 FL71496.1 ES-0130 HTW16 _ HTW20 FL17244.8 -- - -..- .... _ .... FL17244.8 _ ESR-3455 - ESR-3455 12/31/2020 12/31l2020 HTS16 HTS20 FL10456.22 FL10456.23 ESR-2613 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30 0/,32.0 psf 5I21I2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL16279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D- METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/20201 HG12 FL10456.18 ESR-2613 2• WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 1018/2023 HUS210-2 HUS212-2 - FL17232.6 - FL17232.6 ESR-3445 ESR-3445 12/31(2020 12/31/2020 HUS210-2 HUS212-2 FL10856 R4 FL10856.11 ESft-2549 ESR-2549 PGT Series 5500 FL239-7 7/30/2020 -"" - - HU526 FL17232.6 �---- -----"--"� ESR-3445 " _ __._ _.__ _ 12/31/2020 HUS26 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 f Ps 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 _ 'JUS26 2 FL17232 11 - -- `-- ESR-3445 - - - ESR-3445' f - - 12/31/2020 12/31/2020 WS26 WS26-2 FL10655.111 FL10655.112 ESR-2549 ESR-2549 3. PANEL WALL _. James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 -JUS28 _FL17232.11 _ FL17232.11 - _ ^^ E5R-3445- 12/31/2020 LUS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852-4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124-1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12l3112020 LSTA18 171-10852.4 ESR-2105 B- UNDERLAYMENTS Tamko 151b Felt Undertayment FL12328-6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 _ _ LSTA3a LSTA36-- ------" F_L17244 18 ---`FL17244.18 ._ _._._._..---______. _ _ ESR_-3455 - - ._. -FSR-34_55... - , . 12/31/2020 - -12/31%2020 LSTA30 LSTA36 FL10852-4 FL10852.5 ESR-2105 ESR-2105 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. p p• Off Rid Vents 9e FL16918.1 - FL16918.4 N/A 9/9/2026 LTS19 _ FL17219.2 - - ER-0200 _- 12/31/2020 LTT19 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3l/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTFI37 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2020 F- O O U) cz > O L. }0 / 1 V O ^ 1 W') M (M W L� W C Z Z Z Q J FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/3l/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 FL17244r23 ESR-3455 12/31/2020 A34 FL10446-3 ESR-2606 ---....._......_.. _..-...- MP4F --._.._...--------.._..._.__... FL17244.24 ._...._........,........_-......._......_..__._._.._......_._..-....... ---..._..__. ESR-3455_... --- - 12/31/2020 LTP4 FL10446-19 ESR-2606 5. SHUTTERS __........_..__-__.-__..._____.-___.._.._._--..____.__..__..._...__.__..__..-_.._.._-.._.._.-_.....___.._.__-_.___-..._-.._-..__....__ MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels mp FL15076.1 - FL15076.2 N/A 12/31/2020 -- -- -------- MPH3516 --- - FL17240.3 --- ------..- ESR-3447 �. 12/3112020 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Stolen Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 3/28/'2018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ -- ._._---___-- - --- USP Structural Conn. see chart: MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES iTW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12I31/2020 i,ii as MSTC40 _...."._.._._-__.._-....._.._........._....__. MSTC52 FL17244.26 ..............-----.._.._..-.._.._....._.._ FL17244.26 ESR-3455 -_-__._-....._.__.__......_.._..__.._....___._.....__...__._-....._..._...__._.__......_._.._.___...._.........___...___.. ESR-3455 12/31/2020 12l31/2020 MSTC40 MSTC52 FL10852.11 FL10852.11 ESR-2105 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 Date code Entity or Date � DaCAppr Approval ManufacturerContact Engineer & LicenseValidated av validated Submitted F10 Approval toted Status Tie Version Gulf ,� E ni eS. ns Locke Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Fllg David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/10/2017 10/t72017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roofing infop-gulfcoastsupply.com Compliance Method: Evaluation or a Licensed Florida Report from ri Florida Registered Architect or a Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Deslon sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A! over 15/32&quot; Plywood-108.5PSF 2 0.032&quot;AluminumGulf Lok Min0.032&qud; Aluminum Gulf Lok16&quot Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&quot; Plywood-116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A1--131.OP5 over 15/32&quot; Plywood 4 1& uot; 24ga. VersaLoc 1& uot' Versal-oc 24 a 16.5& d; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15132&quota Plywood-138.5PSF 5 1&quot,VersaLoc .032&qud,Aluminum 1&quot,VersaLocmin .032&quot,Aluminumwer 04/122024 Yes Yes N/A +ww 15/32&quot; Plywood-101.OPSF 6 1.5&quot 24ga. Gulf Snap 1.5&quot Gulf Snap 24ga. 16&quo[; Wide Roof 04/122024 Yes Yes N/A +N/Iv Penal over 15/32&qud; Plywood tls.opsF 7 1.5&quot; 24ga. VersaLoc 1.5&quot; VersaLoc min 24ga. 16&quot; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud, Plywood 8 2&quote 24ga. MegaLoc Min 24 Ga. 2&qud; Megal-oc 18&qud; wide Roof 04/122024 No Yes N/A +NW Panel war 15132&qud; Plywood-108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&quot; 04/122024 No Yes N/A +N/A696.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AI-93.5PSF over 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga- Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ ta&qud; Wide Roof Prneloof over lover 1quota Plywood +N/Al PSF 12 26 Ga. SV Crimp Min 26 Ga. SV Crimp Roof Panel war 15t32&qud; 04l122024 Yes Yes N/A +N/A/ Plywood .156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 041122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quot: Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26Ga.quo Gulf Lok 16&qud; Wide Roof Panel over 04l122024 Yes Yes NIA N/A-161. 15l32&quota Plywood-161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/12/2024 No Yes N/A +N/A/-63.5PSF 15/32&quot; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot; 04/122024 No Yes N/A +N/A! Plywood-154.7PSF - -- MTW12 ......................._.._...._...__.._..___...._.._......_......_._ MTW16 - FL17244.8 ...._..........__..._...__....._...._-......_.........................._...................._......................__..__.._........................._.........._..._...__...._..._.___..._..-.._......................_.,._.................,................,....._....................................."........,.........................._....._...,......- FL17244.8 ---- - ESR-3455 ESR-3455 ----- 12/31/2020 12/31/2020 MT512 MTS16 FL10456,33 FL10456.34 ESR-2613 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Y 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 li FL17244.8 ESR-3455 - 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report - 12/31/2020 MBHA3.56/11.25 FL13904..6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 1! 1213112020 B 56/1 M HA3. 6 FL13904.6 ESR2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 PHD2A _ _ _ �,.__. ..---. PHXJ3516 FL17239.13 FL17219.3 ----------------------...,--------_-._.-..---------_. FL17241.20 ESR-3449 ER 0200 ....----- .__..: ESR-3444 12/31/2020 12/31/2020 ---- ------------ 12/3112020 GLTV3.516 FGTR CS16 FL10667.$ FL11473,2 FL10852.1 ESR-2615 SIM200802 ESR-2105 The prodt,�ts listed. below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the fillowing �. ; information must be available to the inspector on thejobsite; 1) copy of the product approval, 2) -j--- --- - . r--- - ---"--" 1 - ---..._-. _ .__._-.- _._......__-_ _ ._.... _" ,......-_...____.. "_...-_ .. .....- _ ..., ..-__. _...- _.. . -. _. _........._..... ...._.._____ - -- -- ( ! � I -1 - - "-- ---------......-...._..,,_...._._ t........_,._ ,...._.-..-._. .__ .._,...._. .__..._,..,...�. ! i �..-.-------.-_�._...__.__-__--- '-._.__ _ ._..._...--------..-. _ _ ..__--.. ___-_ .._----.... _- _.----- ..__--___ ._----------..__. ,-------- ------ � ---- - ------ -:, . -- . -.. _.._ , _. . ..... .. .. . ... ... . ... ........... ._ - - ._-._"... APPLICANT SIGNATURE DATE i RFl1S FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150. FL17244.27 ESR-3455 12/3112020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 - ESR 344$ 12l31/2020 H3 FL10456.13 - ESR 2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 E SR-2613 __...."RT4 -___.. RT5 FL17236.3 _ . FL17236.3 ESR-3448 -_.--,_12-/_3-1-/-2-0-20 --_ . _..____ ESR-3448 12/31/2020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 _ ._.-._..- ----- RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL71470.3 SIM200803 RT8A FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 - SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-345_5 12/31/2020 SPH4 FL10456.46 ESR-2613 _ SPTH4 __ _ ___ .. ... _ SPTH6 _ __ FL17244.32 ....... ....I............_. �____.__...___._...-._.. FL17244,32 ESR-3455 .......-.."...,.... ._............_.-.-_................................__.-....-_-._.__..........__._................_.__....__.._._......................................................_.- ESR-3455 12/31/2020 12/31/2020 SPH6 SPH8 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ._^_.........__.".-....._ .... _........._.............. SPTH8 _-._.__.__..._.._.......-..__.._._......_.-..._..-._....__..__..........._...__.._._._....--------.-_".-._.........._..........-"........_._...__-...---......_......_..._......_._...'_-_...._...__.. FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 3/2a(2018 Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR 3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 THDH414 _.... UGTS3F FL17232-16 FL17232.17 ......................... ....... ..................... ------- ......... -.._.._._..._..._._... FL2033.1 ESR 3445 ESR-3445 - - ---- - ............................. ........... _ ---._._..... - ---.......__.... Evaluation Report 12/31/2020 12/31/2020 --- - 12/31/2020 MSTAM24 MSTAM36 MSTCM40 FL11473.19 FL11473.19 FL11473.19 SIM200802 SIM200802 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Deslon sep # Product Modal, Number or Name Product Description Contract Exolratlon Date In HVHZ Outside HVIH Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga, GulfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15t=cluot; Plywood-151,7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/122024 Yes Yes NIA +N/A/ -154.7PSF 20 26 Ga, GulfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Pudins over 04/122024 No Yes N/A -NIA/ 15/32&quota Plywood PSF 21 26 Ga. Gulf Rib Min 26 Ga. GulfRib over 1 x4 Wood Purllns over 04/12rz+N/At 024 No Yes N/A +NfA/ 15132&quot; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GUIfRIb war 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/12rz024 Yes Yes N/A +N/AI -159.2PSF 24 26 Ga. GulfRlb Min 26 Ga. GulfRib over lx4 Wood Purlins over 04/122024 Yes Yes NIA +NIA1 152&quota Plywood N/A/ PSF 25 29 Ga. GulfRib Minn 29 Ga. GuI1Rib over lx4 Wood Purlins over 0411212024 No Yes N/A +N/A/ 15/32&quot; Plywood-123.5PSP 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +NIA, -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfiRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +NIA{ 7l16&qudO.S.B.; O.S.B-101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRlb war 7/16&quot O.S.B. 0411212024 No Yes N/A +N/A/ -116.01PSF UPHD8 '- ---' FL17219.5 --'---- ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 LGUM26-2 FL11473.12 SIM200802 - - - - - - - Search Criteria Code version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Description: ALL Approved for use In HVHZ: ALL Produceuse Approvedd for for use ouHV tside HZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: - ALL SHEET NO. PA 1.0 CU Florida Department of Business& Professional Regulation Pagel of 8 Building Codes and Standards 121IZ2018 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peg. 3;08 1211v2018 Florida Deparment of Business &Professional Regulation Building Codes and Standards Approval Application Detail Pegs, a, nno+a Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page, a, +M2a1e � 'e"e �� („) O -� =3 L L /�^�y � O O W -0 '� /t� 0) }a .6-0 (I �1��11 � ��+ � (D U L C O /� � •� C V O �a L}- VJ T� E O '� �^•/, /f1 '^ W L VJ v♦ � �/~� V O. //}}�� `yCDL U ('��• -ii-all ' y) co O L 0- EE=Product &qgg. Entity or. =1 2,gft. Date Pendlna itffi1, T1fl:yir519p Manufacturer Contact Enolneer.&License Validated 9g VallV^sled FflC Aoomual Abb�ovmd Status Revision 2017 Thorma-Tru Corporation Rick Wilght Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 18/152017 01/12/2017 1CM82017 12/122017 Approved Category: Exterior Doors (419)2980740 PE-43409 (813)767•6555 Subcategory: Swinging Exterior Door Assemblies rlckwCotoldgoonsutards. Compliance Method: Evaluation Report tram a com Florida Registered Architect or a Licensed Florida Prorossional Engineer . _ ... x ..x ,., . . ... ". z ., ... . ♦ s... .,, n, .., s .... , . _,.._ ..q. awl... l _. .,. Oil .. c S flualltu Assurance Aooroved for Use Aoorovedfor Use 8g0agl Design 129.e. Product Model Numnerar Name Product Deacdntion Oantrut Exol+alion Date. In HVHZ Welds HYKZ Resistant Pressure. 1 is. Ttiemia-Tru Fiber Classic and Smooth -Star Nominal SMir&quot{Jon•lmp d&cNot, Opaque 121312020 No Yas No N/A Edge Fiberglass Single Dow onswargroulswing; X connguratiot0 6 .'Thinme-Tru Fiber -Classic and Smodir ar Norifiat 8&a39;0 &qu9FNon•Impact quot; Opaque 1Z M020 o Yes No A Enaty or. 2plg � Date -,I )g5t9 Version 7ygA VaV=ton Aganufacturar Contact Ennlneer&license Valftla,ad Bu v.naatad. gg�j(¢g FBC Aboroval BRarnrea :Ste=fus Revision 2017 Therms-Tru Corporallon Rick VJr1 ht Lyndon F.'Schmldt P.E. RRyan J. IOng, P.E. 12/132017 121132017 1221,2017 02/132019 Approved catepory: Exterior Doors (419)296-1740 PE 3409 (813j, 787-8555. subcategory: Swinging Extedw Door Assemblies rickwowbldgconilutams. Compllence Method. Evaruaton Report com Florida Registered Aroheed or a Licensed Florida Professional Engineer ,. :-. «a, fir.: ..,.. n. Quality Assurance Abbrbvetl for Use Aooroved [or Use Ion sac! Dalun S�df. product Model Numberor Name Product Descdbtion C:oMreet 6xolrationDate: ]n Hn VH2 OufEide HVHi Resistant. Preasum: 1 e. Ttierina-Tnl Flbar-Classic and SmaotRSlor Nominal 68,r4r}9,8 &quolY,fon-Impact&idol, Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door (Inswingloutswkg, X configuration) Yes 211111111 Beall•,, g!rs' 20 Datileardlim go 11122 version go EnnarsraLlmnaa V Approved §�t,gr Revision 2017 Therms-Tnr Corporation Rick Wright National Accreditation& Ryan J. Kbrg, P.E. 12202017 09212017 12222017 Approved Categoy: Exterior Doom {4t9)29&1740 Management Institute ($13)7874i555 subCalegarr. Swinging Exterior DowAssemblin Ildtra®nvbWgoonauitants. complYnce Method: Certification Mark or Luting am auMv Aaaunrres Approved for Use Approved for llaa get ofwm �gg,j Prd,,tMN. Nranbarar Nacre [j I g 1 a. BquW,CWaI�CreftBquM, and &quohBancbmerk by BlB and 8100paque and Glazed Fiberglass Door with 12/942021 No Yas No WA Themla-Tru&quoC and without SkWft. Inswing and and Oulewing pLf1e22&RA 9991 EMihw go do Dam Pending IMk jog yg�gp Enselar a 1.1minw Validated By )Lg1� Sim [ > mom ent betetlon & Ryan J. Klnp, P.E. 122W2017 OW212g17 122II2017 Approved Rw]@lon 2017 Cams a-Tru Corporation Rick 298M Management Cetagpry: Exterior Doors (41g)298-1740 Management krstlhne (813)787.65ti5 SubCategory: Swinging Exterior DoorAseembRo ildov®nrbldgooneuneMs. Compliance Method: Cartlanon Mark or Lbtlng .turn Guatty Aaaurenn ABarOwad for llaa tg= Rim AMA PmrYr 2lbrW. Nrarrpv or Name III= ouishk alIwo Pressure 8 e. 8quohSmootlr4far&quok and &quot;Bendtmerk by 84 and BN Opaque and Gazed Fiberglass Door with 121512021 No Yes No WA Theffh -Tru&qwithout uot and om SIdeB[es. IMrmg and Ouls vIng Compcialm Edge Fiberglass Single Dow (lnswln Outawi ,Xtonegureoon 8 f, Therma-Tru Floor -Classic and SmoollI Nominal 88df39;0 &quirtNorrlmpact&tFiol; Opaque 121312021 No No WA Composite Edge Fiberglass Single Door (Ins45ng/Outsying• X c uraton) 9 1. 1bwrra•Tiv F sr -Classic and Smooth -Star Nominal 6039;8 &quoLNon-Impact&quot; Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Door tinsving/Outswing: Xtortfiguratnn). 9 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 684M;8 &quot Non-Impad&quot; Grazed' 12/312021 No Yes No WA Composite Edge Fiberglass Single Door 0nsain Ouiswdn ;Xconfiguration) 14 n. Tbemia-Tru Flbar-Classic and Smooth -Star Nominal SWB;0& uot7Jon-Im act q A BggRl; Glared 12Yq 202p No Yes No. N/A Composite Edge Fiberglass Single Door configuraton 14 n. er a ru r-. ss c moo -.. ar o mi , qua o - rap c ;.. e o Yes Dow Composts Edge.Fiberglass; corellon) (InswingA]Iltnvth9; X cor,n9uraoon) (Inswing/OutwivI g; A Florida Department of Business & Professional Regulation Building Codes and Standards Papa 2 are 1202a20 Florida Department of Business & Professional Regulation Building Codes and Standards Page / It Iwo% Florida Departrent of Business & Professional Regulation Building Codes and Standards Pepe I al 1/erm1e Florida Department of Business & Professional Regulation Building Codes and Standards Page i or, 115=8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ,PI,3332-RS Pmdruls �u� Rx Sea k 1 2 3 Piotluet Model, Number or Name. SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD REINFORCED Quality Assurance ProductDescrlotbn Contract Exolratlon SERIES 420 ALUMINUM SGDOXO 12im/=0 145-3/4&quotx0&quot; NON^REINFORCED SERIES 420ALUMINUM SGD OX, XO, XX 12/3i2020 96&qud;x80&quot; NON -REINFORCED. SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312020 Approved for Useinside, for Use Date In HVHZ Outslda HVHZ No Yes No Yes No Yes ImDapt Resistant No No No ,.... Design Pressure N/A NIA N/A 990 Molevainsion, Manufacturer Revision lopay ion 2017 CSuMng Proucffiompany dC Cey9my: Exterior Doom SubCstat": Sectional Exterior OoorAasemblNa CompUw Ma*W: CerflikeficonMarkor Lbefnp Elm& r 21b � Coolant Engineer A Limanum ritdsytl ev Validates Submitted [may Mark Westerfield Interbces k Tenting ServiNA, Gary mr Pfuehti2912D17 08Mg2017 (613)770.6062 I= (513)S194r586 rinvesipr%WoClop8y.c ROE Approved 121U6201T §jam APWavetl � Tole j(rs{rsp Revision 2017 MamikabL~ clopay sealing Produces Cpmmy Category: Exterior Doom SubCaegory: Sectional Exterior DoorAssemblin Coa1W]@Sce Maawd: C'arn8cetlorr Mark pr Listing Entity car Epallow aLi- VeNd bd Br .Marc Vft$MftM lmedek Testing Smksa NA, Gary Pfuuehler (513)770-8062 Inc. (513)519-e$86 mweeter8eidedopsy.com go 20 O Q� Widened awmiad [gCApgoval Aporcived 1129=17 08/102017 12105=17 - At" Approved � -Tim Version, Revision 2017 Vanufwtura POT industries Came": Exterior Doom SubCabgmy: Sliding Exterior Dow Assemblies Correlbnp Method: Certification Mark or Listing anise or Cmnyet assessor License Widened By Dean Ruirk Miami-Deds 8000-CER MamFDa&SCCO-VAL (941)46&eiOD (7W 315-2590 druark@pgtindustrles.am � � pay Pence= ygestimated FO Shtrr 12202017 112WO17 122520i7 Approved 145.3/4&quot.x96&quot, 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OY. 12/312020 No Yes No WA F11N6279R6 Praduaa FL92614i29 Product XOI XX 96&quot;X96&Qu0t; Impact Deal., Quality Assisi Assuming! it, Use ameva Ad far We kill= DWm Gillette Asnawasum Approved iar trwApproved for Use impact D"k" 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 12312020 143&quot;xWtiqud; No Yes No N/A 1 Anti Product Model. Number or Noma 37 037 V45-00 PAN•2F151: 64A, 94, 73, 75, 1500, 190, 76, 75V, 4RST, 4RSF, GRST, SRSF, 2RST, 48, 42, 55, 48B, PndMD6ft contract jewmilige cam lawim outside NVVIZ Steel Pan (min. 25 ga.) SmillaCar (up to Wily side) 05Qi/2028 No Yes WINDCODE84+174: W5 Garage Door Ids No Premium +30 PSF/32 PSF Will 53 Prudent Modal. Number car Name 053 W5.16 PAN-2F153: 84A, 94, 73, 75,1500,190, 4RST, 4RSF, INSIST, SRSF, 48, 42, 55, 486, 426, 55S, GOBS, Product Description Consent Emkodon Dgo Steal Pan (min. 25 ga.) Double -Car (97 to 18'0' 05I212028 wide) WINDCODE&g174; M Garage Door In HVHZ outimemm Realsturt No Yes No Pi m +30 PSF/30 PSF Ant 10 Pro&wtModaLNumbr,Nmna BOWS70 (Long• Missile knpscq Italian em�ewmampw =Clan Door 041142021 In h'JHL Pressure Yes Yes Yes WA 420, 65S, GD5S. GDSSV, GM, GRSSV, ARSS, ARSSV, GD55V, GR68, GRBSV, AR6S, ARSSV. EDSS. E06SV EDISS, ED5SV - Florida Department of Business & Professional Regulation Building Codes and Standards Pegs, a+ +n/sola Florida Department of Business & Professional Regulation Building Codes and Standards Paget of 1/202020 Florida Department of Business & Professional Regulation Building Codes and Standards Papa 1 a, ,n2a Florida Department of Business & Professional Regulation Building Codes and Standards Pegs 1 a1 ,name Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FI311E17427 'FLlki.7 Q9.R5 Pmdllets, ny p , x .. � >. s . `, .. , r 1 ad - FiN5M4tg Sea # Product Model. Number or Name 2. 185 SH QUARWAssurance Approved for.use Approvedfor Use. Product Description contract Expiration Date In HVHZ Outside HVHZ 52X72 Fin/Flange Frame IG/SG Single. Hung 101082023 No Yes Impact Resistant No Doelon Prime ,sure +601-60 Aga snithir or Itch 20 ones Plarkilies liars Late V" mmukftm contact F. Validated By Validated Submitted FOC Approal Assigned 226 1012 version Manullactursur Ends a Contest Enabex&Lioeao VddWmbd By 2MI no Delta Plftdu 201 vllidAted submitted M Approval /Aooroved skbo 9ft tole Vraln LUngtigMr I've or Contact Enamoer&Llwtm validated By tit&$ 20 Date pancIm tL$ valliabd Submitted no Approved Aleg. Review 2017 CURRIES Division of AADG, [no Category: Exley orpoon Cattle Dave UL LLC Ted Berman, PE (641) 404-2844 (30S) 868,4707 - 11/J072017 1g26=17 /2*IlQ017 Approved Laminated Glass Revision 2017 Ckpay Bdkgng Products Company Give": Exterior Doom Mark Westerfield IMenak Tasting Services NA, Gary Pl ehNr (513) 7704M Iris. (513) 5193566 1120/2017 084012017 IM2017 Approved Revision 2017 Clopay Building Products Company Categpy: Exterior Doors Mark Mame rliek) IMerWr Testing Services NA, Garylokohler (513) 7706062 I= (513) 51"M 11292017 081102017 12/05/2017 Approved euhCa samy. Exterior Door Components dav9AWIC� w SubCaft": Sectional Exterior Door Assemblies rowaeyr8dd@dopey"own SubCaygory: Sectional Exterior DoorAnamblies mwestaftktQdotrey.ram Co n@D wa M.0 it: CedMadm Mark or Listing in ComPlhnrs Medved: Continuation Mark pr LWlrrg Compliance Musical: Ceff"don Marc or LiWnp FLOU074RT Products cluster, AssaraB0 Approved f, Uw Approwed for.Use lmaw )i!!Im Q CAsiyppce Aporeved f, Use Averaged for Use wgw dilation FLA18279R6 Products QW6aLAtnlrsnce Annotated Use Associated for lee Iwa Lit Dealm all ACE ProductMWel, Number, Maine 1n HYM Oubwo gym Resistant Pressure lag Product Modal. Number or Nano Product Describe" IBfHVKZ Outside, NVHZ ReskAW Proem" It" Product ModN.MWMmw Wire Product Description 10 HVNZ OtdololitDii ! Premium, 1 807, 707, 727, 747, arid 847 Single and Palm of Doom Flush, Glazed, and Louvered single and papa of 12131202E Wine metal doom. Yes Yes Yes N/A 86 086 VA-09 PAN-2F163: 73, 75,84A, 94, 42, 48, 42B, 48B, 4RST, 8R5T, Goss, GRSS, AR5S, EDSS smel Pan {min, 25 ga.) Single -Car (up to WT wile) 05212028 WINDCODE&4174; WS Garage Door No Yea No +38 PSF/-42 PSF 102 102 W&16 PAN-IF153: 73, 76, 84A, 94, 42, 48, 426, 488, 4RST, 6RST, GD6S, GR5S, ARSS, EDBS SteN Pan (min. 25 ga.) Double -Car (97 to 18'7 0521=8 wide) WINDOODEW174; W8 Gangs Door No Yes No +31 PSF/-41 PSF cz Florida Department of Business & Professional Regulation Building Codes and Standards Pa9e2 a2 IQW2020 Florida Department of Business & Professional Regulation Building Codes and Standards Page+ a l 11=10 Florida Department of Business & Professional Regulation Building Codes and Standards Pali I of 11=18 Florida Department of Business & Professional Regulation Building Codes anti Standards Pape, oft 1n02020 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail se Code oe TyVersion Manufacturer Entity or Contact Eli neer8 License Validated ev Did. Data DataPanNnu Validated Submitted pained F6C Approval Data Apo red Status 11.112434111111 S96 MinVale, wAnufawC=ftdErwerssr larift or 201 g, Dd&Pntlkw &Lfums Validated By Irlj� �l� 21M Shbr as& Mile! version areasar I Envbwr&LlaValidated By 21ft Rat Date Pension RIM 8mbmMted AgBpxffi itr9uMn - OualityAssu ante Approved forUse Approved s �. c ..,. , side for Use - ifor er Product Model, Number Nama: Product Oesttlotlon Contract Expiration e in HVHZ Outside NVH2' Resisi�a�a re P.rtaL9 Revision. 2017 Ml Wmdvws and Doors Brent Winger American ArchdeoWnit Steven M. Uricn; PE 06/042019 Ofi/042019 Category: Windows (717)385-3300 Manu+acturars Association (717):317,8454 Subcategory Rxed bstinger@mr tl m Compliance Method: C rhicat m Mark or Listing .." , ~ 06A072019 Approved Review 2017 PCITInduslnes Category: VAndOwe SubCahlgory: Fixed Mealod. CertBanon Markor Using Compliance bti Dean Ruade Mbmi-Dade BCCO-CER M4mkDad9aCC0-VAL 12202017 IZVM17 f947) 486-0100 3 de�pgtindgsida® drop .com 1 12/252017 Approved Revision 2017 PGT Industries : Single Hung bnca Camel Mail": Certification Mark or Listing Dean Rark L%.I.Dsde BCCO-CER Minn*Osde BCCO•VAL dnrark�pgtlMrNhbe com (1 2S9p 12=W17 12462017 12262017 Approved 1 HS 188 Fiti and Pierre 73x62-Insulated Glass 021162024 No Yes N. +551-55 2UAA Product Model. Number, New Quality Assuranco Product Description Contract Emirffilon AA roved for Use A,gproved for Use Oats In HVHZ Outside HVHZ Im..1 Itpliltim Destan Pressure Awl Guam Anaranea Approved for Aparovedfor Use In HVHZ Outside Imesot Restated Do" [- Selig Product MOM, Nunrbar, xarre Carly Apurarra Product DmrMm Contract BMmbw Dab Approved for Usa Aporavedter lies Inumat IBJ116'P. oubskm.HVHZ 1ttlkMpt DOOM P.L1ssgrs, 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No +607-60 8 PW-5520 (Large Miry Impact) Vinyl Fixed Word- 04202020 Yes Yes Yes WA 7 SH-5500 (Large Missy Impact) Vinyl SNgy Hung WkWox 0713=0 Yes Yes Yea WA U) Florida Department of Business & Professional Regulation Building Codes and Standards Pegs I a I vEnols Florida Department of Business & Professional Regulation Building Codes and Standards Pagan, ef2 12a2o20 Florida Department of Business & Professional Regulation Building Codes and Standards Page, a+ 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page i a, Iimole � Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail W _ `\J [1aZ64E,84 raft €nft, gk 20 Dow Penalties Dow tg MVersion Ie.1m�t Enalmir a l.imme Validated By Valitl*od submitted FBC Anpranaill Approved AM& Review 2017 Trm hes-Tru Corporation Rick Wright Lyndon Lyndon F. SehmP.E. Ryan J. King, P.E. 10118/2077 10/182017 tM2212It212017 Approved Category: Exterior Doom (41g) 2WI740 PE-43409 (813) 767.8555 >...' _� :; a QualitvAssurance Aoprpved forpss Approved for Use Impact MelonItMV Mgdutd I "N Product rl n Colgiel LLIWINDee I i fit: um 2 57,54 Vertical Aluminum Mullion 12/312020 No Yes Yes N/A PLa26t.R11 entity or go 20Dab Placental no296 gigymlon mmurmcww content Enokw / Vaikk WBy Validated Submitted FOC Approval Approved stalls Review Revbbn 2017 PGT Industries Dean Rustle MIam40ade BCCO -CER MtemFpsea BCCO •VAL 12/Q52017 11/162077 12I0&2017 Approved (941)486-0100 (788j 31&2590 l9lf3192.R6 dN En, 20 Mk paw Psndlna 21M LM ven19B man contact Enamspr&Lleeree vmiwm IBy Yaiwaeg Submitted FBICApoligivat AONVM $" Revision 2017 James Harob Building Products. Nre. Pingahenp Zhu RoreW 1. Ogawa John Southard, P.E. 01252017 OBN920t7 08I282017 10M02017 Approved Category: Pena welt (909) 349-2927 PE-24t2t (352) 367-2526 $LtCabWw: Swsiging Exterior Door Assemblies dckwarwnNggonu8anta Sub0sby:Windows &ubCetapory: Oruerk�pptindueMes.com SubCaliselary: Siding abmpa rg.zhurljamoahar Comgwwa Meaad: Enmatin Report froma Comp can com plYerea tsetlnod: Codification Mark or Llalleg Method: camp, ales Evaluation Report from ri ti n Registered Arch%eat or a Licensed Floritla Finds Rnal _ Florida Registered Architect Licensed Florida eyed Arch- O PilliessEngineer ®.ai814H1 Produces AE Pro&ct Modal. Number ,Nems product Description Contrast Excitation pate Augured far Use Avarogedlar the dMg45 In HVHZ Ottside-tlYllit RMINWM Qaw- Prawn FILYS/92.R8 PeoduebQuarter Profeselonal Engineer � L� Satre urNm Product Model,Nmse,Nun A� PromrolDsecdntyn Collet Exaltaon ti Approved for Use Approved far Use, Dais In HVKZ Outride HVHZ Impact RNWUA glabl Plasmas 1 Mullions for Ali Doors and Windows Aluminum Meseta 062&2021 Yea Yes Yee WA AMA Proehet M rodel. Nber, umName Quaft Assurance, Approved for Use Approved for Use Issued Ptiaauw 1 a, &quo ;FibwClaWc&quok, &quohSmoothSbr&quot:, &quotCl■ssioCmUqua:our &quot;CkmicCuB OM9;8 &quotbripad&qua; closed Fiberglas 1281202+ Single Door-(K) mewing or Outweig Configuration W Yes Yes WA i ComplaMc lap Siding filer:cemeM by siding 12/31r420 Yes Yes NIA WA Rusdo&quot Search Gillette no O L U anew Florida Department of Business & Professional Regulation Pap, a+ Florida Department of Business & Professional Regulation Pagai a l Florida Department of Business & Professional Regulation eg P.ge + a r Florida Department Of Business &Professional Regulation Page i a+ Building Codes and Standards , srm+a Building Codes and Standards 1/5mitl Building Codes and Standards 115=18 Building Codes and Standards + Srm1e ' ^ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Datell CC M PU1131924M1 FLN3192.R8 FILIPIRMTRII Rf]SS7i.63 22di mm version Revision 2017 Manufacturer Jamn Handle Building Product, hlc. CatoM: Panel Wells &ubCabgory: Siding EnO, or Contact Eoalm eC#.41cens9yaarbtad air Pln9ehng Zhu Ronald I. ogows John Southard, P.E. (909) 342,2927 PE-24121 (352) 367-2526 pirga "es lmolameshar do no Do" Pegg viammod submitted FOC Approval 08I2512017 08MMi7 g8282o17 hers AgBdma9 1011012017 Sd&0m Approved 296 IYBt Verelon Manufacturer Revislen 2017 James Hard]@ Building Pwduct% Inc. Category: Panel Wells subCatiegory: swkv Enter or DOW Dab DAD IsoBillDa Contest Eaabser & tJwreo Masthead By Validated submitted FOC Aral Pingsheng Zhu Ronald I. olives John Southard, P.E. 082MI7 08/092017 m82&2017 (909) 349-2Wt PE-24121 (352) $07-2526 pingshng.zhu�jneshar !ts$ A,,,W dd 10/102017 AMR Approved 221111 1011ysraln Revision 2017 Mmufaduw Aelde Catelmy: Panel Way SubCalegmy: Soffb E� pr Contact E.Uk n &LIu Val,dabd By Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. (330) 922.2389 PE-43409 (813) 767.8558 rit umpemr@ dalclecpm Do* DO Dide sandblast 2§k ate FIND AM,tBi Agatay 6 10104=17 10A 2017 1 W112017 12M212D17 St . Approved 2211-1 Ttma Version Review 2017 M ubchni Alskk Category: Penal Wags reabebgety: Sofib C Barely or Contend ankh& ui Widened 8, Nick Thompson Lyndon F. SchmlM, P.E. Ryan J. King, P.E. (330) 922-2389 PE443409 (813) 7g7-S555 Mhompson@alsida.am , fig 21h Dab pending am Y Submitted [Bit ApprmMl Approved 6M4LL 10A M2017 101032017 10/11201T 121122017 Approved W C G Compliance Matlwd: Evakrshon Report from a db.com Canpllna Metltod: Evaluation Report from a dle.carn Compl]@ree Medved: EveWatlon Report from a Compitenw Msthod: Evaluation Report from e Q Florida Regpbrad Ard,tled or a Licensed Florida Professional Engineer Fbnds Registered Architect or a Licensed Florida Professional Engineer Florida Registered Avoided or a Licensed FbrMa Prolesslonad Engineer Florida Regimental Arcpted or a Licensed Florida Professional Engineer z [LW3192.R8 Pradure (loosely .Assumnes 8sed for Use Approved forUe 1sa36 IMBO DesignQIM611 $j�,[j Approved for Use Approvadfilarlitse, beigi Design Approved f, into lnmAd Dmel➢B AporarMbe Use Im9set gatlm z f g Prorkwl Modal. Number or Wnr RnkbAPressure and ProduatModoL Num sr, proteadowdoell Contract Ipmlretlon pas Outsde NVr2 In-tiYlg PtPP.seeees 9 S3� Promrct Modal. Number NK" Proceed Description comma Emimumr Dab inMfHt tnrrewatMlZ RNIWnt Fib $amill Product Model, Number ,Name ProductDseepvWea contract Exaleatlmpaw In oedalebHVHZ Wammm Prseserta 2 HarobPiank Lap Siding Tiber-anmrs rap siding 12J31=0 Yes Yes WA WA 2 HardlePmnk Lap Siding 84er-cenmm by siding 12/312020 Yes Yee WA WA 1 e. &qua;2T&quok Soft Vent or Soot Vinyl Sala 12131=0 W Yes No N/A 2 b. &quotAMr4a T48quog Soot Vent or SdW Vinyl Sala - 12f312020 W Yes No WA J SHEET NO, PA 1.1 ZI Vd .0N HS V/N VIN ON I.Mazlea PM09 wla PIM9 PUWIS Paluauo Pl 9luld 1asnae4JaAaAA 9 ('- D WN V/N V/N V/N V/N V/N V/N WN s�A •aA seA seA ON ON ON ON P'- wla `.Oq LMME/EO PueJlq Paluopo m. 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