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Home My WebLink About39698 Harvest Creek Lnr -- -- ' — — —— — L I i — — — I_ I I I I 1 II 1 1 ALL WORK SHAI L PATH, PREVAILING t�lAinlfJf` REVIEW DATE CITY OF ZEPH— 7— , PLAN EXAMINE; j f / I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate 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 BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.1. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN, Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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 UNO 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 or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC 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 Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pk. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Ar. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME—WAL REVISIONS 12-22-16 3.0 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 12-19-20 6.0 FBC 2020 CODE UPDATE -_ :!__swcL: ---------------- 114 JX 118M 2575 INDEX OF DRAWINGS 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. ( r�\ y -' C> < To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. i W U) c^o Q S 04 N No J 0 N :��; o iK "w Oq l v) r�- LL w a R Y N LL LL IL N (� i' Z J (0 = Oyg O ? t CO o N N fD O F w or O -1W �2iro, o ¢aQ Z LLOU a0 n M ZX N < Ja0 N O < 2 W U-1 rA ❑❑❑ z z z Q $ U) Ln z CA w � .O w 8 fN C N c S Q m r. Q N 1$3Cl) Z LL- o E o E w� a n Z® v fuUo Z O o`d a oaZ �g R Q 1Z L %m ao� Y V "m Z 'aw QJ �„ Z lV F ow LL Z go a ow U Na o i a w �g CD 10I�a ar 3 2q > c� J 0 rn to L M > M L.L N \� U Co U CO N Z Nt T3 Col = N a) r = c� � a 111 N M rn M rp � _ 7 �r, N y o Z E O E «i m _ a U v c JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. C S TYP @ 2 STORY J S6 H.B. I+ no 1 (3) 2X4 #2 SPF WI (3)16d g TOENAILS @ BASE 1� AC PAD AC PAD UP I I I I I S3 I J S6 _ 16R 1 1 1 1 1 1 1 I "' 1 121 31 I 1 I9 TYP @ 2 STORY 41 71 00 FLOOR G.T. 10 I 14 42" SLOPING 0 11 - _ _ HALF WALL - 12 - - °� M OOOF FAMILY ROOM (3) 2X4 #2 SPF i -- r 8'-B" FLAT CLG. W/ (3)16d TOENAILS @ E -T CARPET 8 8i-Tll BASE `' FLAT C G. FLEX P' F = GG 0 8'-8" FLAT CLG. 1 OA M - S3 FLOOR G. `r CARPET N PLUMBING LINE 4'-0' -11 TO SECOND (2) #5'S X 5-SH °9 FLOOR - 1 'DE P __--_--_- in 2068 B.F. HDR AT 7'-4" - - - - - - - I r 16-43" 3 -8" 3'-8" T-6" 6'-0" 4'-2" N T R `4 - 8'-8' LAT CLCtp. N J S6 H F Ci C7 d ; BLO FOYER �? o TYP @ 2 STORY Cr �1 Cr gl 00 001 3068 I 8'-8" FLAT CLG. ` ZD N (3) 2X4 #2 SPF W/ "- u- U- TILE L- 2 #5'S O (3)16d TOENAILS @ _ BASE W.H. (3) 2X4 #2 AV-_ (3) 2X4 #2 SPF W/ CC (3)16d TO4'-0" -0" N N (3)16d TOENAILS S3 @ BASE ;NA N @BASE O F----- --- o q 0 2'_6" BUILDER TO PROVIDE I I I 1 I I zo O APPLIANCE PROTECTION WHEN REQUIRED PER FBC I I I DINING ROOM ur)PATIO 8'-8" FLAT CLG. I I I CARPET 2 CAR GARAGE 1 I 1 I I I 8'-8" FLAT CLG. AFF I I 1 I I L_ 4'-0" 6-2" 1. 6-6" 1. 4'-10" 20'-6" I I I Cc 1 0 10 - - _ n n= _ EDGE OF SLAB 2" BEYOND WALL I 1 I 1 0 I ( o L_- -_-_-_- -_- -_-_- 1 33. 36 _ 3e 3 T r I O I I I 1 ca N I _ - CC ICI S3 I I IO I co Or3 N - i KITCHEN I I I I S 8'-8 FL CLG. F H1 .. , TILE ,- � - I � - I I I I I 1 I� 10 - 12'-8" -.- 2868 - I I I I w 001 I I 1 z iI REF. 2668 B.F. 2x6 WALL I I I 1 _ r OPT. ----- PANTRY--- - L16" DEEP _ S3 I N 5-SH - I I31 N 11 - (kTYP @ 2 STORY H.B.+ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAC' 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 20X26 18}X25} S.H. 13 20 X 38 J 1817 X 371 S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 381 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27}X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 � X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 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 J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 3811 52 4 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - 131 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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated 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" AO +29.7 / -32.2 © +29.7 / -39.7 a +28.3 / -30.8 O +28.3 / -37.0 11)1 +26.6 / -29.1 �F +26.6 / -33.5 SN SHEET HO SEE SN SHEET 6SEE '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 11B111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION EXT CONIC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING I GARAGE SEPARATION SCALE: Y4"=V-0r, (GARAGE / LIVING) R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) R-11/13-13 KRAFT FACED To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o^o v t rsWp{ r N N J U Q NC J c0 N ik LL W 0 7 v3or� Ewa CL Q ui MLLLL a L 7• 0 L @ sQO� � O �. _ N fD Er 0 W ILC Urn Uagh ❑❑❑W a z J N z v0� 4-, � w g �u w 8 to �lJ) c .) rJ �3 c � • � r- Co M 0 W z E .o aR z� Q L Eo N (d 40p Z > rO �Va. 5g < "� Lp m 2 c C �QWz Y z= Z _ N J � ism �W W CL o 50 z o <a M0 5 ° .0 p J > (O o co cc cc L c C) > �° M '-� •- Y N O 2 00 U (O W W � it 149t L1 J co T -r N V J N = 00 O M LC)r E N M .- o Z ; E Q y c m a E o U v m Q p 1 c m -.1 JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 1.0 0 0 EXT. WALL TO BE 2X4 92 SPF STUD @ 16" O.C. _� U.N.O. - TYP @ CORNERS 1 U.N.O. D2 REFER TO SHEET (ST) FOR MORE INFORMATION Zra'_fl" 16 MIV 15 2x6 BEAM 14 SLOPED CEILING TO MAINTAIN T-5" 13 HEADER HEIGHT 12 \\ I U 2x8 #2 SYP JOISTS @ LANDING 11 @ 16" O.C. w/ SIMPSC N A35 CLIP OR LUS26 HANGER TO 10 LEDGER I U 9 " PLYWOOD 2x12 HDR. w/ (3) 2x S DS AT LANDING @ EA. END FOR BEARING STANDARD (3) 2X12 F 8 STRINGERS W/ SIMPSON A35 OP 60 CLIP TO HDR, 6 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL @ 16" O.C. in 4\ 3 2 THRUST BLOCK SECURED TO REFER TO SHEET (ST) FOR SLAB w/ 1/4"X31/2" TAPCONS MORE INFORMATION @ 16" O.C. - STAIR SECTION_ SCALE: 1 /2"=1'-0" 38'-0" 1 8 I I I I I II S6 I I I I 1 1 1 I I 19 I I=U- TYP @ 2 STORY TYP @ 2 STORY 4 5 6 OWNERS T 10 11�V; __ SUITE `r 8'-0" FLAT CLG. I I O rn - - _ L9BPFL _ ILO - - - - N OOF G.T. - - W 14 i I 11 0 0 �' I _ - w LOFT 16 8'-0" FLAT CLG: $ CARPET 16-8" 4'- S-72" _ � ^LN COI n T-8 S-�„ 2'-4" � -10" 5,4" Z-6" - DR ER VTE �C61 W m �o �o r ; BEDROOM 2 C\JU0 tO I o LAU N . I Li 8'-0" FLAT CLG. -0" FLAT �� 00 d 00 CARPET TP - TI I T%;;:2Z i cri v - G Ell a� I ATTIC 0. BATH y 2 �--- J -- 2468 8. "FLAT CLG TILE' _ rn I ANSON BO' Ow I@ 4'-0" $6" A F. F. 5'L. r10" ° C7 1 iD 6'-1 Q 5'-4" 2-41" �,� 1 a 13'-7g" Lu C 2668 pp FIBERGLA _' - T = SURROUN TB R&S a � 2668 ------------- 60"X36" =w z C6 2 -3 N SHOWER M �� Z o iv N 4068 B.F. J N 4068 B.F. 00 CD ..... 3' 1" 8'-10" S6 I TYP @ 2 ST RY N �' ~ 6'-52" 2,-4" 4'-22 o Ro O 'I T-0" 60 7'-10" N 5'i5Z O 11'-8" I. ! RO F T. B T 0o O w MI I Ir T 1 8-0" FLAT CLG. -- - 0 BEDROOM 3 w O TI 8'-0" FLAT CLG. W•I•C• I BEDROOM 4 TP - CARPET 18'4" FLAT CLG.I II TYP @ 2 STORY 8'-0" FLAT CLG. I I CARPET ( I J cc� L------ ---J S6 SURROUND R&S EGRESS 25tSHO H1 D2 6 18'-8" 20,4" 39'-0" I I I I I I I I I I r-� I I 6 HD2 1 SIM. W/ 3.5" x 5.25" 3 L 1.8E D2 FB = 2900 4 N 4 H2 D2 r� 0 CN N 0 v STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" It 6) RISERS AT 7 9/16" 10" TREADS wl V NOSING Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. -� Handralls: A 1 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. 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. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SIN SIN CONT. HANDRAIL RETURN TO ( ,WALL DETAIL. SCALE: NTS D SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ z SIMPSON A35/USP g MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING o (2) 2x HDR. Z g REQ'D @ END OF w LANDING FOR Lu STRINGERS TO CONNECT TO 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 1/2" 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=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for RAG 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 20X26 18 X25 S.H. 13 20 X 38 J 18 X 37 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 X 62 4 S.H. 16 20X72 18X714 S.H. 11-12 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 1/4 X 3811 26 x 371 S.H. 1 H4 27 4 X 501 26 x 50 S. H. 1115 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 254 S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 624 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. fiE111TO RFV1 10 1 911 (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- 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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 I -29.1 OF +26.6 / -33.5 O SEE SN SHEET �H SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND 1111111111111111 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 "B111 FIRST FLOOR LIVING 1093 AREA 4 SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 SECOND FLOOR PLAN - B1 SCALE: %4"=1'-0" GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 00 o n ter` d C LL 0 t N rAr-P�- LL w a a Y Qyr�iov JELL Lill 0 0 Z r m _ t A C O J �n�D ,n - W Z °' °' d CD a a a 04j Z W rn O N V U J rn .:.,.:, Z 0LL ❑ ❑ ❑ NNp f7 Z W �SQNQI z � � � Q a Q) V) Z v ta L M V I 0 w g V1 c N VN=77 a F- N w I- E I c A 4 Co Z MZ Cl) O Q � J E y Wo E ♦- r6 a U Z-E cli a0°Z a? - �g �� c gru Z � J c� a f rn `r�� Z ZUZ 3 W -Z o CD p ¢ ° - Ip J m ca L c M > co M < A/ L.l. C) ° U (0 LO co = N 0) T- N r = COL CO M N o M N z Z E O E `" C a 0 -1 a o � JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 1.1 1.1 i I _--1.- Iv I_ I 1 1 - _ II r KITCHEN ISLAND i Ll 1, /z HOOD PANTRY 480 _ OPT. REF. Ll RANGE KITCHEN O 4 m MIRROR 9 F Q OWNERS BATH 0 co 4 F- 0 M MIRROR TUB/SHOWER FINISH PER FLOOR PLAN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES j%,� ROD Z 24" TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. Q �� TOILET TOWEL BAR��' a > '' '==6= ON BATHROOM WALL MEDICINE i _ SHWR. I CABINET _ VALVES _ = 00 o TOILET C0 SOAP PAPER CO DISH j00 11' 0 I HOLDER 1 } �t 0 ~ 2 Ct -1 -1 Fn 00 LL Q U-Q _ -1 M p> N> - 1 - 0 co O 1 M M M M N TUB - FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 011 KITCHEN 16" FOR LINEN 12" FOR PANTRY M 4 M INTERIOR ELEVATIONS 42" H UPPER CABINETS --,, 36" H UPPER CABINETS 30" H UPPER CABINETS --- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30 H BASE 00 LL LO a CO 0 2x T 'n 00 FRAMING I 1 1 /2" GYP C"? BOARD — T FIN. FLR. SHELVING CABINETS - 1'-211 40 0 0 1 ce) 1 CV CV N .1 IFIN.FLR..lx_ ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 N7 I � •,.,,,E •�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1 W F� a of^ O (h N $ ro N N J O LL O N ��02 N y(r;� ik LL W LL w d a � au Z W W $�� IN tD 'o Y J m J W Z LL CD N c+�i Z a d' N O Z OUvJN W ❑ ❑ ❑ C9 z� z� E3 N N Q X Z -10 U 0 Ul _M W s c '6 Y y U 1— M E U F,e o � co � �Z o w � Q LPL.- 0_z E z® oa z f6 H � o E f O Ruu a0 1=04 U O Ww 6 F O z U) WQ� 0� wLL z ao �w �E J ¢ .° � za VS p J > CO C0 ccc L c M > co M a O C m U �. CD U-) _ 0) N = M (0 E cc N M N r o Z Z 0 E O E U d Q p f0 c JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 2.0 1 -- -- 1. I I I 1- 1 - 1 I I I ir I I 1111111111 " M -�p N N r- til T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. )RHGT. FIN FLR FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS F13 F 1 EXTERIOR PLASTER 12 ON FRAME — 5 - 1" x 4" SMOOTH TEXTURED -- _ _- _ �- / BAND = FLASHING TRIM EXTERIOR PLASTER ON FRAME 0 1 25 SH 25 SH 1" x 12" SMOOTH FLASHING TEXTURED TRIM / BAND - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - - CJ / WEEP - - F20 — — — — — ——— — — — — — — — — — — — F1 TEXTURED 71 �- CEMENTITIOUS - - FINISH ON CMU (TYP) -- -- — ------ ------ -- 16070 OVERHEAD DOOR FIBERGLASS SHINGLE 1nlcTel I Cn AQ DC:D 12 12 Z�5 - T- - T.O.P. HDR HGT. rFF 6 12 w 25 SH - 5 -' W_ T, 2nd FIN. FLR. o T.O.M. CJ / WEEP -- - - ----- --- ------ -- HDR HGT. I I I I I 1 I I F1 � F1 ti I I I I I I 35 SH I I I VJ01 FIN FLR F21 3068 F2 F1 � F1 FRONT ELEVATION — B1 SCALE: „a.-,..o. RIGHT ELEVATION — 61 SCALE: 1 /4"=1 r-0" 00 ao 1" 1'-4" of 1 ENTRY COLUMN DETAIL SCALE: 1 /2"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. *"ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 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. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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. R703.4 Flashing. Approved metal flashing, vinyl flashing, sell -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. To the best of the Engineer's knowledge, Infonnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fi to W C3 00 �N a O O N $ ik 0 �n��LLw W r;. N Q rn r- r� LL w a M y a Y N �LLLL a w ' = Z en 0 r� 0o W N ra X O � rn Q Q r; Z LL �i MZ 0_�UO a N a Q j U O U U N Z r, ❑❑❑ 7 N z No N [7 z 4-1 0 W N 8 1_00 O� N C3 w M s ILL. F z oo �zz z® E t-- no ' ¢o R U oa w� U Zco N �� k _ W O¢ W i ¢O �� mF /p N� o zZ z > Z fn a i 3 < • 03 z 2 g° az W d T wLL �Fo N F CD z .O O to f ZN a 1 3 1� > (0 J 0 W rn � L c CM `° M Q •= Y N O CL = in U W m I. () = 04 O) r N = M 00 O r c M 0)E M N z c , E Q c a U Q p JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 3.1 II 1 1111111111 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME — 12 5� 35-SH 12 Z::::�5 T.O.P. HDR HGT. ---------------------------------------------------- 2ndFIN. FLASHING 12 FLR. CJ/WEEP --- -- -- ----P------_—_ — T.O.M. HDR HG ------------------ TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 5� 35-SH --- ------------- ROOF TO BE - — — CENTERED ON DOOR 12 ZZ�5 5068 SGD REAR ELEVATION — 61 9' RIDGE VENT FIN FLR I T.O.P. — HDR HGT. EXTERIOR PLASTER ON FRAME 25 SH 2nd FIN. ------------- ---- ------------------------------------ ---- — --- — — — FLR. CJ CJ / WEEP CJ T.O.M. HDR HG TEXTURED o ZCEMENTITIOUS co FINISH ON C.M.U. (TYP.) ---------------------------------- — --—---------------—--- -----FINFLR LEFT ELEVATION — B1 SCALE: 1 /4"=V-0" N v IN N ti ti 14. 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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. _ 1 NU ZZ -- CJ �C:) = CL ' v C-D 0 \N /r Inillt To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a U OD s 8 �- N N 0 CDC 2 -� o y *LL W (y a 13 y04v t+ u- a Y ui a 5 L �Zyy '. ill W(n Z un _`m 0 M r- V7 T. .. Co O J _J -�'Q a N mZ 6 � Z p V U z z ti � QU) r` N z V w U JS c Q 0 � • s�o o w Z Q �"o Fg E U o� wj > _• oa Z ca H o M M 5R &o � g a3 N io ff I m0 Z � � N N J " m i, ,a a T. T. W '�� 8 Zz �_ �w 0 s� �LL 0 Q2 n0 2la U 2O = L11� J rn �o L c co ] � co .-1% Q � (D � m C) CO Z F. = N O r N = co SO L T E o cc Z E O o a U J Q o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 3.2 L 11 rn ,n m rn r— N 0 co tY N r7 N O J cc to - I m n oN fD i a v N O J to a i i O L 7 C N 79 2 i 79 Q N N S E d) O S L 0 c i U O U i -o a c 0 0 0) t� cV 0 N 8 i 0 CV O N lC CV S g Y m cFi 2" 2" "NOTE: VARIES 1' 10 12" CAP = CAP iv 1 N FOAM TO BE USED ONLY WHEN 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS r CO REQUIRED BY COMMUNITY N n 3/4" RADIUS 1 -54' 0 SPECS. IF NOT, iv F, DETAIL TO BE 1" 2" OPENING VARIES J� 1" N BUILT W/ STUCCO. 1/2" RADIUS 1" 4"VARIES Mla `IN 1 _0„ �- EDGE OF OPENING VARIES 1'-4" 0 22„ VARIES CO 12" VARIES SIN 1 1/2" RADIUS r- 4" 4" All, 1/2" RADIUS 34"Ile Mil —Mr VARIES 12 32" 11" 1, 31 r 3" SIN 1„ 2" 2 1" 1" 1" BASE BASE 71Q 1" 1 4 4 4 , 1 i c N 4" 12„ "NOTE: VARIES 8 2' 3„ FOAM TO BE USED ONLY WHEN `4 REQUIRED BY 1'-6" 1 COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" TO BE 1 ll 1 �v DETAIL BUILT W/ STUCCO. 2�� 24" EDGE OF OPENING 6 • ' ' rw O 1-1/2" THICK 1-1/2" THICK fV - - 24" 10" 6" `a ;- I r 0) �v N^wj 12-3- — --- - - - - -- 4�� 6 2„ I I 2" iv Q Q N > > - ---- 32" 1-1/2" THICK 211 4 - 2'-4" 1'-10" 1'-4„ 3" N 51 a 00 `IN L8 1 O 1" VARIES VARIES 4 i 2 - - N W VARIES VARIES KEYSTONE F11 0 KEYSTONE F11 00 6" -'---"- 4" OPTIONAL OPTIONAL NN I 00 �� R 12 44 Q 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4J2 �'-' - 2 NOTE: • INSTALL OVER STONE, TYP. VARI ES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH Ime's • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & t 3 f 141' 6d 14,. 1 12" 2'-1" 1 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5q" 1'-11' 5q�" iv 3'-8" 4" T-0" 4" -- 1" 10" 1,-4„ 10., _ o N is T cp04 a N 1a 1 1., o -- . -- - _ ix N -A00 M CO 'py1 - 1, GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) [lid o ACRYLIC SAND FINISH O N co N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E O M � LO Co N 1-O ft N � J 0 N N C-. d Y Q M J L� d Oc ILWarn°' Z d T 0 N M2 DUU�y IYNO 0 n rS N Q z o Q v N c9 -8 01 4-1 I1J L y C� w — ry S I tml 0 NM � ti chcp> i M. J O ? z z rL E E 4 a " jz aR �® 0 H r0 � 26 RO oa W«O � O l a<� 0 Zo N i �p m� O _z In >z cl � ' o a� o az N W W o 0 d o C G C:)i `r^ W J O1 �o c� L C M j co Y NO C co U Lo = CIO = N VJ r N = M oo O r M L N E E C N c� N o 2 E O m 0- E U v 41 '0 O c JOB NO: 21-1068 SCALE : AS NOTED SHEET N0. F 1 it I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center 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 and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. 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 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI [e] PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE 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 Ja ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 R14 copper to lights 8 outlets 01 Al2 CODDer t0 20 amp ckts ,.(� 1I / I V 150 AMP/ / I V O 1I 200 AMP k10-2 Copper to WH 10 �rrl ` /I'JrP N10.3 copper to Dryer JSON10 Q � 9° _ 2h I J i 2rr H MAIN O 200 amp 150 amp UNDERGROUND kIs POWER CO. FEED--, INTERSYSTEM BONDING TERMINATION PER or 4/0 SER Alu 4 Bare Cu Ground NEC 14, 250.94 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 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. DISC WP GFI J WP GFI H.B. /INN I / I I I I FAM I LY ROOM \ ROUGH -IN FOR 1 OPT. CLG. FAN/ LIGHT PRE -WIRED I I I I I TO LIGHT Tr I I I I I AND SWITCL i I I ABOVE H_ ROUGH -IN FOR ,/I (G To OPT. CLG. FAN/ f ,� PU LIGHT PRE -WIRE HIV :F I I l i R.' � FLEX i I WP GFI SCA FOYER r \ C.M // II � \ PENDANT AS CH \�PPEER`�SPECS7--/ DINING ROOM I ' )GFI AGFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS •' I 941h, u� GFI @ 44" A.F.F. O------------ I I I I I I I I I I I I I I I I I I 2 CAR GARAGE GFI @ 44" GAR. I I I 1 A.F.F. DOOR I I I 1 GFI I I I 1 I I I 1 I I I I I I I 1 I I I I I I I I I I 1 I I I I 1 I I I 1 I t I 1 I I I 1 VERIFY LOCATION L _ IRRIGATION — — — — ELECTRICAL PANEL GFI @ 44" A.F.F. I I I _1 VERIFY METER H.B. LOCATION WITH BUI DER 12'-0" DNTRYI I I I I I I %i IA MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" N 0 CV co N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edltion. 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 E CD,00 N OCN r- ie u J / \ VN co in r- r �p J LL LL -J a_ y M V r LL LL YS� a s 0 Z Oi (am o f O Z LLW (O �L Z J ¢ a a Z N O U N O v U3 z z z � � a N vc9 •U 7 S N w o O - l/1 f� � y /,N, �IA'SI„ U rii J •I\ U Y t16 C M J y ZZp w Z a 6 � E E o wZ Lo Z o C� 1_ N �o as <= U o0 0 Q wZ rr Z L 0 G _ C g� U m� 0 zZ Z Z U) J r f° i m zz Wa o a0 TO J � 0 Zla? a � N O 2 > (U O Qns J C rn c� L c M `�° co Q CD CL Co (O Lo F.- Z co _r CN T N = co 00 S E E COc� N o z m a E o U _j ai Q 0 JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 4.0 0 CV L0 CV S g ]C �i v' 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. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 20o AMP n 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND Disconf9cl, POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center 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 and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET iET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) F0...._ ,..... CH CHIMES (OPTIONAL) SYSTEM �0 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE 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 mpg ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT UPPER ELECTRICAL PLAN SCALE: Y4"=1'-0" N 0 N cfl N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Cade - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H $ E o r>8 CN N P_ N�a J 0 LQa N 6 C' 7 !1') dD all � J lL itit- W - W 11 tll Q U5 r Z? yo"Iv tJiU � a Y tri au 5 Z Z S70 S O C 40 �C'jC� o W �j °' °' a a Z M Z a to O Z N O U ¢�¢ U W ❑❑❑ ry O 7 z Q �13 C� � I n N zCZ(1)0 o (0 LL1 V) `L c c� Q Y 0 o z M z o U_ E 20 � �® o t0 U ru 0 i O RU a�o5 oa U -U D Z— o� N � o a, al `a N cr� Z t) J q,a iZ N N w U z U M o Ll O il< a� i 3 L� > (6 J 0 rn ccc m 0 L c co > J O CL V m U C� N so = N r N = M oo O M tor O N E 4' M �— o Z m Z E E O E y m c a U -1 Q p °i JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 4.1 my ATTIC VENTILATION CALCULATIONS - 131 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 ve nted IN. of of ventilation to SQ. IN. of SQINof Ventilators ventilation soffit vented be provided ventilation Ventilation . . Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 0 0 Floor 35 34 5 17 1 8 _ ___ __ 0.0 (Zone 1) 0.0 0.0 Upper 9 2 Floor 1 1533 1472 210 736 53 368 411.0 (Zone 2) 135.0 276.0 **NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. '-ONE-1 ATTIC SPACE �5 SQ. FT. ROOF PLAN. SCALE: %4=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ..•;�i �lLlRlt�l �illfr��A ...a 1) tr"b ,%, •*11 tJW To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F a E o � pip >t 0 N p C GU f�/1 LL Yt LL W N rnir- P�. :R w a (' O Z mca' t co C _ O O I— ' W � 'kp N (O � oa Z LL . .4c ,n M N Z a qLO Z O U U i N 0^ N M z_ Q Q n N M N C3 nF J 113 LL W yy OW 8 L y 1.7�va.ti U • C C7 w M i o _1 L.L E ,7 w g� Z O O E U N 6�o oa W N ro tt� Cp � g� z N O a O W � U a� �a w r77 O SO ¢ c7 p O a V 2¢ U U� p J '� OCl) CO `` L c CM > co _j M '�. CD O m U CO F—Lo �- -� Z = C14 T— N = M op O 0 COc� rn LO N N r- o z �, Z E O �; c c it E U _j Q p .m JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 5.0 c c v ME& H.B. t NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 z 43'-0„ U g @2 fRY ■. ............... ...... ......... .......... . ............. ..... .............................. AC PAD AC PAD�� r 3 5'-4" v 16'-3° TYP @ 2 STORY o0S T I HVAC CHASE .. _ BASED ON — i ; S6 ■ ; LOCATION INDICATES FILLED CELL w/ 3000 PSI CONIC. GROUT FROM FT. TO I BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ ALL PLACES I N 5�L • • • • • • • r t SHOWN HOOKED FTG. DOWELS 5" 19i 0- �_— I -�s 1 I EMBED W/ 25" EXT. ABOVE SLAB Q r } Ci "GRADE 40 STEEL" N ;n CJ �� '�� II GG �� I : S3 '�''� PLUMBING LINE Co , I I I I I STUB UP TO I TO SECOND I '-0" ' FLOOR 7a„ �' A.■ r 2ND FLOOR -9" FOR A/C ..... ■ .. — 2'-6" x 2'-6" x 1'-0" t I I : ■ 3TOP W/ (3) #5'S E.W. M 1T-h4" I I I (2) #SS OF CONC./ PAVER TO BE V ■ . 0'-0" L S3 4 BELOW FIN. FLR. I I PROVIDE Y2' x 9" 1/8":1--0" I SL PO E 2'-6" x 2'-6" x 1'-0" J TYP @2STORY S6 I RECESS FOR FRT. DOOR r--------- — ------ -4 W/ (3) #5'S E.W. r 1 (2) #5 REBAR ( _ / BUILDER TO PROVIDE CC VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONIC. I APPLIANCE PROTECTION S3 N N (2) #5'S iv �„ FILLED CELL 0 `1/ `� PROVIDE 1 Y2° SLAB FOR HERNANDO WHEN REQUIRED PER FBC I I I I 2 STORY 0 SLOPE RECESS FOR COUNTY ONLY I I I &o in SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I L I MASON'S SLOPE SLAB OVER 6 MIL S3 L- FOR WIDTH VISQUEEN VAPOR I — — I BARRIER I I I ■ ; I EDGE OF SLAB 2" �? STEPS AS REQUIRED PER FIELD CONDITIONS : I CHASE I BEYOND WALL TO KITCHEN ISI ISLAND : I LOW WALLS ND I I I E 'n 4'-0" SL -- ------- - — — — — — — F I ru =— — I— o ZD 1 I o I I +CJ ■ I iJ illrai, L 41 I I J o _ b 1r 1— — — — -------� IILill S3 ILL JJ I —3 1/z" _ • ■, I o I b. (2) #5 REBAR I CC r VERTICALS w/ in S3 in FILLED CELL o L� I12 STORY 6,-4„ J S6 TYP @ 2 STORY 4' FOUNDATION PLAN SCALE: %4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r ai �n 17, To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rs W co F Q v r� o :WM 04 J � ci c � C � •J LL co a of rn r` t: J W No LL a y•': J LL LL a w p Z _ L f0 0 M W@ N o O cp Z IL co, 0 N Cl) Z x O U U Z J' W O ❑❑❑ N !•J Z � Z J �In -J U w C� U O N ,,. c v .) � C Y N 0 w M $o� z f Q E a. E E U _® oa F— N R0 U0 CL o E &o &z az N n7 a ¢ Zc/ in c v J N'<w a g Z W C o �k EE =2 ao cQ�D c ila ° 3 �� > (o J ai rn m m L � c M c.1 M Q 110 U C0 Lo co N = M oo r c°'o N .. E c o M Z Eco c a U Q p c 42 JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 6.0 STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ -� (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS OILSEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN `-STRUCTURAL SHEATHING CO3 CANT- FLOOR TRUSS CONN- SCALE: 3/4" = 1'-0" RSH DESIGNALLOWABLENENTS ENCLADD CLADDING W NDFPR SSURES AND SUCTIONS MEAN 5 25 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[6:12] (SQ FEET) I(-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 , o T--1- 1.� ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®; r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ` I ROOF SHEATHING: I I 1 11) 1 SHINGLE: 7/6" EXP. 1 (2%) or lY32" EXP. 1 (33/16) I 1 I TILE: 15/32" EXP. 1 (33�16) © 1 NOTE: _ � I �Fis 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS a_ 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '1� ,,a 74K 714116 ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" 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 FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6' WEDGE -BOLTS J HTT5 4350 3740 5l8" 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 VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/1D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F `N/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 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 S7 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER x CONT LEDGER �A) SEE SHEET S7 FOR ROOF FRAMING DETAILS MAIN FRAMING PLANT To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florlde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W '* EEC41 cp r N O' Orr M v w a- a JIJi u- �[ d Z `°ca' O 04 rp rl' O Z LL N c)Z a 0' rA O Z OU U_j u/) CD m 7 N N z r= Q � J — d �N N M z � (3) U o 4--'0 w � V Ow l/'1 G y �C3 Uj <�� M O $ J U_ Q E y¢ Zo H 6 ra R0 �o U0 z N ra a) t gg� 0 U) 0 ) a z C/3 J m i�ro ¢ W MW Z� Z W d cj � aid N W s� a. d w al0 Mj o co V• iI"a' ar ° 3 C:)O ` > (0 J 0 CO L c M > _j M Q a Q) C) m U CO � F. co = N O) r r CN = ch rn M c) N o M IN r- z z E C) co d E 0 U J Q p JOB NO : 21-1068 SCALE : AS NOTED SHEET NO. 7.0 I' 11 11 1 11 L I ! Il I'i jj ' i! r I�! 111 RSH ENCLADDING W IN PRESSURES ANDOSUUCTIIONS FOR MEAN ROOFOHEIGHT 5T 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 ,,a ,, l,a ,,a ��f GABLE -39-22 1 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): q W11 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®iI ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: Ys" EXP. 1 (2%6) or'Y32' EXP. 1 (3?116) I 1 TILE: lY32" EXP. 1 (ems) NOTE:_ �-- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS _ _ r 3r 3r G 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED ,�,,2a� �I 4- WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. i2) !STORY IPSON MGT w/ (22) 0,148 & HDU4-SDS2.5 (10) x 21/2" SDS WOOD REWS & (1) 5/8" ATR. A. W/ BLOCKING ti UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" 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 1 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" 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 FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6 WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-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 VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 *' 1335/2820 "* 20 - 16d x 3 112" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 "' 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. _ T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F I 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (( PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 1 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 20)10d x 1-112" * MINIMUM W 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 12-02-20 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 S7 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER q�R�ER W K W x CONT LEDGER (A) SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLANT SCALE: %4 _ ;q � • 41 To the best of the Engineers knowledge, inforrnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q oOD f O Mg Apr,# O N N op J ik (0O N 1211 W aD N ik W Oft U', t-- rZ -' W a. LL d Q he mUiLL a w Z J O OI 2 m 0 W02°' _ N rD L, O J oo Z IL a N M Z N O ZO U U WCD ❑�❑ N z � llQgryp¢gryppp Z Q — r M z43 c9 0 Q) �N LL cn LIJ �0AIMw In c a: V� U d c wENf I U _ • d r� o M M w z E o Z E O F—� DU z O E C7 &¢ a p o� tt N ~ o a 0 ° ga z N J c`�b >i �w �, 5 ` 8 = o �° Z W v O �� IIIIIIIIIIIII� IN d ° 3 > (Q Orn T cc 0 L c M O U C m U CU U) Z Lr) co T = 04 Cy) T— = co04 oo 0 T N COc? E , N r z z E O E Q. U � Q p JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. 7.1 I 1L9L1_ 111111 il 1111 wI :'1_111 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. 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.20-0630.16 and 20-0630.15. 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 verttcal (gravity and uplift) and horizontal (lateral) loads should 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 MWO MEN am-mm SE1 = 0 = FORM do GROUT SOLID IT • .. _ D: o '- U 0 /5 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8 F 16- B/ 1 T U a us tNOMINAL. tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #5R M IN. R (1) REO-D (1) ALTERNATE POWERS STEEL LINTEL - •CLEAR a a G • .M.U. #5 REBAR AT TOP ° w e ° MIN. (1) REO'D 1-1/2" CLEAR S C • d A d GROUT I> n fo ° n J C7 G A N�� ° C.M.U. • 5 REBAR AT = - 0 ,w r-0. %Z W = BOTTOM OF - o LINTEL CAVITY w O X _J w OTTOM o tr U O z la C-� REINFORCING ¢ Q O ¢ -J^ - 7-5/8"ACTUAL PROVIDED IN 0 �d O 5 REBAR AT BOTTC 8" NOMINAL WIDTH LINTEL •' ai N X AS INDICATED (VARIES) � MATERIALS cT� precast riintels = 3500 psi. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' 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 cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN "'FT/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. --SEE PLAN FOR FILLED CELL SPACING 1- 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL 8t 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'-10" LL 6'-6" LL I �j 4'-6" LL �E -- ... 9 -3 - - - 13'-8„ I 8 I ICI II I I I I I I I I I }f 5'4" LL MIN. G J �r r.. ti ti L ti ti 5'-10" LL E 5'-8" LL A�,� 5'-8" LL �A� 17'-4" LL ,` � �MIN. 5'-8" LL IAI LINTEL PLAN SCALE: Y4"=1'-0" iicfl?tj,, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F o0 E r „ 4 o M 8 # O CV J G w co § rp J LL # V LLl rnC�� J W a No ro 7 Y _J a 0 z O LgF oI W $ � N co LL 7• LLa N u' ODU�u ` y`'4 W ❑0❑ 7 ppNp z � V) Z o � v � " +-� C/) 0 w S • U C N o w co M o Z 2 J cri a E E O w8 2 7dz z® 0. CL Fj �` o Z Z N ro ¢o WZ m C � u20 0 }Z ¢ W �Z d 3 p Z eL U W W �5 v U ¢ z¢ O c US �( J rn m m L c M N Q •� � O U m U CO N T co (�D N r hi 4' c� N E E N Z Z E 0 c 0- U � cc Q 0 � JOB NO: 21-1068 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 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(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 (0.836 102). 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 R308.4.2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. BA I INSTALLED N THESE ACCESSIBLE 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE R S 0 SIDES) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 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 6lrMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH 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 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION 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 H T SIGNED N 00 L00 USS SHOP DRAWINGS ARE 0 BE S G ED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO 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 0 AT THE DOWNWARD VERTICALLY D TOP OF THE GUARDRAIL C 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 4 2' 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS WI MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL U.N.O. RUC L 1, U .N. 0 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM 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 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall n6t 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 hall be retreated e s 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 R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soli 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 V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. '„l o Sii C`tppA To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a O d $ N ffi- *k u� t�i 0 N y O eC' co �j ,A J it LL W fn . f» N O rn t` rZI' y M � LL W 0- a - Y a O Z c rn4 M O O O F W N O r rn X O J 2 a Z co N MZ Q n. WQLn0 W ❑11O Z N � z z Q U) M v� 7 C130 .0 o 0 w g t!1r_ y �r f6 ? '9 U) Q MQ N o chi w co o � ZZZ G J U_ E i o oo 1 aR c c O I_ 4 K� W K 0o ZE ag cli ao �� of ZZ ZnoC N J �b EN a go no a W a � o �w k C, CD to � w� _- a r c> 3 o- �C:) J O (0''^^ rn m m L a) c co � to J M Y Q% m U (O N N = M L r CO �, N o m Z � N E 0 r Z E n M c c JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. SIN Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels net Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 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 _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —i :V�_" 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 Ye" 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 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 7JO CORNER OF HOME H C G GARAGE SIDE 0 O 0 5'-0" < - 0 STUB -OUT FOR 1,_0„ o LO 0 0 GAS METER 0 o � V CV o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (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. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING FILL CELL STD. 90° HOOK BOND BEAM F I SIMPSON MGT _ w/(22)10d w NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 BAR > I HOOK - if BAR r 2X TOP PLATE ll #5 CONT. FROM TOUHIG HIGHEST -- BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN � —PLYWOOD FLOOR SEE PLAN FOR REQ'D 1 ` COLUMN AND - SHEATHING PER PLAN CONNECTION ] TJI TO BE CUT TO ALLOW 1 T '!' FOR BLOCKING/fJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ' # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. gap 2" max. 4" max. Web Stiffener Fastener Schedule L Joist Bearing Location Series Depth End I Intermediate @9-1/2" 2-8d ' -- BCI 5000s 11-7/8" 2-8d 2-8d 3-8d 14" 2-8d_ Clinch nails 1/2" 2-8d 5-8d 2-8d when �' BCI 6000so� 11-7/8" 2-8d possible \ 14" 2-8d 3-8d 5-8d BCI 6500s@' _ u 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d - BCI 60s® 14' 2-8d - Tight fit _ 16' 2-8d 5 8d -_ - 6-8d 1114" 3-16d \ 3 16d _ J 2x4/PI ood/OSB web stiffener 2" min. @ y'^' BCI 90s _ 14' ; 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6 16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER- flange of joist. - - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or fI beam below Load bearing wall must stack over blocking and wall or beam below.* 4 When joists meet over wall, provide �� l �1 3/4" minimum bearing for each. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRG. WALL require additional consideration.— 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch IK or drill flanges 7-77M,• ■ rl 6" A 1Y2" ROUND HOLE MAY —J A 6" 6"^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: DO NOT CUT HOLES LARGER THAN 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 5/8" 0 THRU BOLT 1.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS 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 > 1 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. 'el stir ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements i 0.6 X Joist T i depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR--'•• .. • FOUNDATION INFO ' a. • d STEM FOUNDATION GRADE F_ r-- REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS 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" F REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE a 4 I _ • d d, d 4 C PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A d a PVC OR SCH40 SLEEVE / [—PLUMBING LINE 4 L d O.d d - z • a • ., d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 9 4 b .d d Q. A. � 4 A r*- SEE FND. PLN. SIZE & REINF. V\\.. \ v o C14- r�l�`f/l[/lllltltt`��`•� ! To the best of the Engineer's knowledge, informatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a Go 8-, 8 C N N O CJ W �-%.", W to Q cnNoa a a ch .p 33 LL YYn �LLLL 3 a 5 13 z t c9 Oo s W ��co rY O � d Z a ui Mz W D 0 V' N O a 3 Z ❑DD 0 z z i 13 z Q .O o w s N c y f E 8 A�.. mi .2 Q N see CID w CM o zi E UO 141 0 g_ 6 � 23 oa 0 z O E N Wv as o z X, w Z t wo o �� m� 73 C:�z U, w Z .� J ?b < �m a� z8 W o �EE � o z "o C:)klw a F m m O L � c M cc CD z 'n = cV rn I— N = M 00 L r CO E CV c� N r o z z E 4D �o C 11 U 10 Q p _J JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & /_ @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. ° HURRICANE ANCHOR @ EACH II II I -I D I TRUSS (SEE UPLIFT SCHED.) W/ II I III 12 METAL PL. UNDER EA. TRUSS I - - I = I - ,r II I Z n'P') VARIES MOISTURE BARRIER r SHINGLE ROOF 8 „ INSUL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE E d' 04 ' ° C _ r Z co � ° - 50 6 MIL VAPOR ° I z �- r BARRIER ; 4 � i14 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.C. C U DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--N BLOCK WALL BEYOND 14—[�O.H.D. RECESS = t`7 SEE A/S3 OR J/S6 --1 I I i I, 1 Lir FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. _T�l- -ram �✓r -ram II II II II 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5%" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS J� 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH -- -- SHEATHING W/ 8d COMMON NAILS @ I 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ J SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ *- 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" �[ A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21, n d ° ELEV. -0'-31/2" (1-- MIN. U C] ° d 2x4 CONT. ' ° A.F.F. O I I ° Co °° GARAGE DEPTH VARIES J ° 31/2"(min. 4" I�� p • II 31/2"(min.) - 4" - - TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 INCLUDE THE WALL � WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 6x6W1.4xW1.4 �31/2"MIN. I Zr ° II�1/2"(min.°. map 1/2"(min.)-4" III— °0 m (2) #5 CONT. �4't'__(2) #5 CONT. 1 `�� 8„ 4„ �TTF 8„ GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL @ STEP @ SHEARWALL C @ rc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 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. Z�E� S�GUP PGS• 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ \1N o M �MUo 5 ,GGNS\N LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" " BOLT @ 24' O/C W/ 2"° X 3/16 x 10 'J„ATE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO, 5/8"x6" BOLTS BOLT PL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20- MIN. LAP [24- MIN. LAP] #5 REINFORCING w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE n ° ° . N z_ GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE MONO OR STEMWALL r- ° �' — — — a ° FINISH GRADE °O = [GRADE 60 MIN. Fy60ksiJ 25" MIN. LAP (30" MIN. LAP) p FOOTING MONO SHOWN ;, - FOR CLARITY I' O0 6 MIL VAPOR BARRIER ° — ° - oO — R 1 7/8 -� _ o-1 I-III=III=1-I-III N z #5 REINFORCING BAR G z ' — — - T 2 #5 LAP SP[ ICF NOTE: a �� ° 1.=III=I.1 F I I 1—I I=III —_I I _ • -- 1I I I I ==1 11= -III—I I I- I I I- N ° *FOR BEARING WALL III=1 I -III= III' COMP. SOIL. (COMPACTED TO - ____-=1 I� 95%MODIFIED PROCTOR ASTM W/ UPLIFT ONLY —� I, III I I_I_I--III—III..- LLI-1 I —III —III --III—III I- D1557) �I� iII=.-1IL-1II_,III_��iIII��III�;,III-11I,-III-III—III 41, 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° `v GRADE °O v• — a T 1Ti T (1) #5 REBAR w/ OPT. I I I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D, RECESS N a "Lv CMS.. 4 II o0 SEE A/S3 OR J/S6 J -' 1 I I 1Fx1__ FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) T-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. E N ' M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT - � • ' .- a INTERIOR A. q • � -3 1/2" CONCRETE 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 N ' ' I 11 I-- — Cn 6 MIL VAPOR - BARRIER T -TaI 4" 4" III INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W ° U J tA - LU � ° ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 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 N c WWF OR FIBERMESH I CO E �nl11 a 11 11 _ (2) #5 CONT. -1 Ij�rJ1,� r1 ,T,JJl 11- ON 3" CHAIRS 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN a �- SEE ROOF PLAN - - -q ° q a p =a MIT (2) HTS20 FOR STRUCTURAL ,Tr _ `v' c BEAM SIZE & �' I 'I CONNECTION INFO 1 ° . 'I M T • v • 1 I ]-' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 8 z ATTACHED PER NAILING OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION u< o w w COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 =1 �- WWF OR FIBERMESH FOR COLUMN TO BEAM ATTACHMENTS N n" FN TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS c _ TO FOUNDATION PAD d. MAT REINFORCING. & ' Cl, ? 0Jj Z =-I O w LU = 0 0 U_0 GRADE III III ° ° • _ I_I LI_—III III w III III • • a• — I- z 111- 1 - ° _ - Q - _ " _ I. FLR. 1111-/ rTION - '-- TAPERED COLUMN FRAMING KCD12 —I III _III -III- I- FOOTING =III III —III III=III—III III- -III._ III_. c, i1-1_II III III—II_I II III-I11 BEYOND PAD REINFORCEMENT-)�I=-III=i �- (SEE SCHEDULE) 3" MIN, CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 00 F a 00 o E g 0 20 it Lill CCu LL a 0 13 0 = cc o _Z Wcg�4jO' 0 _j N i0 of O a Z LL ¢ a r N cNnz �N O Q < J !•n O = W U ❑❑❑ 2, rN - o z W z ti Q v U) N N Z 9 4J c_D 4--J .0 u, o _ �• O o N C N U r_ M o w LPL E E i o oo aR E 0CU � <= ad C @ o E 5z & aZ z o M tg = d �w cn C� �� z - Cc J Qtl �Z a W C1. _ �z U A CD �w w a� � za Ur �C:) J 0 2 0 L C M Q •> Y N � CL m U CO ++ Y J = M oo O In04 Lo N M Lo a)E N C) o z z E Q °1 �+ a0 a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S3 1 11 II II I 1IL1 cn OO L0 r- N 9 i E v r M M 0 0 J co 0 i m rn r- in 0 v, d v r1 0 J 0 i i 0 3 a 0 N i E E s LZ 0 U U i •o i Cn 0 LZ N N v a 0 N 0 n S Y ti (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)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY 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 WALELN S MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXION FROM EXTERIOR WALL FAF BLOCK WALL IS 21/4" 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" vARIE5 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 (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +'„ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S, �--SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL TO DRAIN / EXTERIOR WALL CLEAN -OUT rT� WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE 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 g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a ' 4 8" STD.9d'H00K 8" 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 71 t rF I NOTES: 1� 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 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL I/ _j \ \ \ Q LU zi FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. /--8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET \GARAGE GARAGE DOOR ROLLER DOOR TRACK CONNECTION ASSEMBLY i' .. GARAGE FLOOR ' TRAVEL DIRECTION OF GARAGE DOOR — MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�Fp �Ow �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 STEEL AND 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 W/MOUNTING ANGLE AGE R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) 3 4_(2) (2) (2) (1) LSTA30 9' -16' (3) (4) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. 0p OR 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 12 (TYP.) SEE ELEV. 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 OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cwj 0/C FIELD v ? 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" EMBEDMENTL 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-7 NAILS TOTAL) EA. SIDE OF 48./SLICE STAGGERED 10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. IF /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 /4" 4 INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LI TELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. I & NUT C� ROOF TRUSS ABOVE /— 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH 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. -- j e �• M To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th 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 S E O O N � � J 0 N 6C1 J V_ ; 00 � u ", w 01� coMo_ u_ J a Y a LL u_ a w O _ rn mo _Z 0° j m (V CO M O J ` W C2 a Q Z LL a N M z N 0 ci Z . Q OU W ❑�❑ z = z d q n U) N N z Q) C a--+ u- m Uw — 1 � w S fn YZN Ly N N E • U <Na a N Ol C w M= o z E oo _® 14 E O 6 wi Qo ❑a w z CL o E N z zQ)s � p <w �_ a 3 0 wZ d.0 W � �LL�y �2 =� r �O O � IX a zl' ° ; 1p J Oor M m c� L. a) c M CU CM Q X Y O U m c = CN (7) r N00 = M r M rn ,LO E E :3N M N .. r- o z z 0 Erz N FLU J Q 0 _ J JOB NO : 21-1068 SCALE : AS NOTED SHEET NO. S4 ----- I I I I I I 1 II --Il IIL _ I 9 1 LI i 00 LO Lo CV C> r N O J 00 to O S 0 a N a N .S Y 9 Cn SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS ��I SEE STRUCTURAL NOTES AND NAILING —yy SCHEDULE FOR SHEATHING DETAIL 45'± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD ) (SEE TABLE EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7116" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1003" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND RI NAILING SCHEDULE FOR SHEATHING MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1063" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) co ON SHEET S5 FOR " X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° co SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 11 " (2) 16d NAILS `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OFtdil tv t RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 ip 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING () () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE 2 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS HE ( ) 0/C w/ (2) 16d OF (D = 0.148", L = 3") OR EQUAL (D - 0.207", L - 41/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14� A10d NAILS @ O.C. TYPIC GABLE TRUSS WEB DOUBLE "L" BRACING DETAILLL) SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /--JACK TRUSS / SEE PLAN FOR i,�.rCONNECTION ) OF THE LAST LAMINATION ( 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @10dx3 @4 0/C (2)12dTOENAILS Ll (ONE INTO EACH OUTSIDE FACE NON - LOAD BEARING LOCATION B.OU CMOSAMEINUMBER OF ROWS, SAME SPACING) OF SECTION D SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. 12" SH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 7 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C �einnn ror rc�cc 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 0 z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 01! NMI �o Mi NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING -DETAI-L SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION UI ,aD .-. r`"r!tl;iiaiil°�,a-N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 00 r` vE tp Q cc, N N^ J V ) d C - LL To LL 07 U') r J a M rn0CNa Y J W JLLLL 'L �o Z -_' �oI` �a9.- oi— w W Derr m o Cj lu IZ in 00 � Z w rn p .-... ' QU UJy iW D ❑ ❑ L N (h z � Q � n M ^V^)1 Z v W cn F U � � w O L. N U U to 3i • C U) �� Q N 8 o w J i M � E og o �® E L 18 o� H � x� �U zoz E ° o '0 Wz N � <U �W Lo m� N (aY 00 z UgLL N -2 i W Jb GJz a Z N W r o c� Qo o¢ O- ZI< U �C:) J ui 0 L. c co � co co 00 ` O � CLO co m N N = M o rn LO CO c� N a Ecc r Z Z E Occ E o 0) FL v a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. 12" SH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 7 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C �einnn ror rc�cc 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 0 z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 01! NMI �o Mi NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING -DETAI-L SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION UI ,aD .-. r`"r!tl;iiaiil°�,a-N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 00 r` vE tp Q cc, N N^ J V ) d C - LL To LL 07 U') r J a M rn0CNa Y J W JLLLL 'L �o Z -_' �oI` �a9.- oi— w W Derr m o Cj lu IZ in 00 � Z w rn p .-... ' QU UJy iW D ❑ ❑ L N (h z � Q � n M ^V^)1 Z v W cn F U � � w O L. N U U to 3i • C U) �� Q N 8 o w J i M � E og o �® E L 18 o� H � x� �U zoz E ° o '0 Wz N � <U �W Lo m� N (aY 00 z UgLL N -2 i W Jb GJz a Z N W r o c� Qo o¢ O- ZI< U �C:) J ui 0 L. c co � co co 00 ` O � CLO co m N N = M o rn LO CO c� N a Ecc r Z Z E Occ E o 0) FL v a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 01! NMI �o Mi NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING -DETAI-L SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION UI ,aD .-. r`"r!tl;iiaiil°�,a-N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 00 r` vE tp Q cc, N N^ J V ) d C - LL To LL 07 U') r J a M rn0CNa Y J W JLLLL 'L �o Z -_' �oI` �a9.- oi— w W Derr m o Cj lu IZ in 00 � Z w rn p .-... ' QU UJy iW D ❑ ❑ L N (h z � Q � n M ^V^)1 Z v W cn F U � � w O L. N U U to 3i • C U) �� Q N 8 o w J i M � E og o �® E L 18 o� H � x� �U zoz E ° o '0 Wz N � <U �W Lo m� N (aY 00 z UgLL N -2 i W Jb GJz a Z N W r o c� Qo o¢ O- ZI< U �C:) J ui 0 L. c co � co co 00 ` O � CLO co m N N = M o rn LO CO c� N a Ecc r Z Z E Occ E o 0) FL v a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S5 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING -DETAI-L SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION UI ,aD .-. r`"r!tl;iiaiil°�,a-N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 00 r` vE tp Q cc, N N^ J V ) d C - LL To LL 07 U') r J a M rn0CNa Y J W JLLLL 'L �o Z -_' �oI` �a9.- oi— w W Derr m o Cj lu IZ in 00 � Z w rn p .-... ' QU UJy iW D ❑ ❑ L N (h z � Q � n M ^V^)1 Z v W cn F U � � w O L. N U U to 3i • C U) �� Q N 8 o w J i M � E og o �® E L 18 o� H � x� �U zoz E ° o '0 Wz N � <U �W Lo m� N (aY 00 z UgLL N -2 i W Jb GJz a Z N W r o c� Qo o¢ O- ZI< U �C:) J ui 0 L. c co � co co 00 ` O � CLO co m N N = M o rn LO CO c� N a Ecc r Z Z E Occ E o 0) FL v a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING -DETAI-L SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION UI ,aD .-. r`"r!tl;iiaiil°�,a-N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 00 r` vE tp Q cc, N N^ J V ) d C - LL To LL 07 U') r J a M rn0CNa Y J W JLLLL 'L �o Z -_' �oI` �a9.- oi— w W Derr m o Cj lu IZ in 00 � Z w rn p .-... ' QU UJy iW D ❑ ❑ L N (h z � Q � n M ^V^)1 Z v W cn F U � � w O L. N U U to 3i • C U) �� Q N 8 o w J i M � E og o �® E L 18 o� H � x� �U zoz E ° o '0 Wz N � <U �W Lo m� N (aY 00 z UgLL N -2 i W Jb GJz a Z N W r o c� Qo o¢ O- ZI< U �C:) J ui 0 L. c co � co co 00 ` O � CLO co m N N = M o rn LO CO c� N a Ecc r Z Z E Occ E o 0) FL v a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S5 I 11 I II f u III � !I I m LO CV Of v s 0 0 J oo 0 i m n N CD i N 0 J co 0 i i 72 x i rn c Q cV N i 0 x 0 a� t� S 0 c U i Y .a i a 0 v tz_ 7 N co 0 0 0 a [V N LO S Y 0 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST __._. 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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, SCALE: N.T.S. FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST FOR UNDERLAYMENT 2"x BOT. PLATE W/ REQUIREMENTS SEE R905.1.1 (2)10d @ 6" O.C. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS _ '77O.C. MAX. SHINGLE ROOF BAND JOIST INSULATION- ROOF SHEATHING - SEE NOTES: USE FRAMING SHEEETT FOR BAFFLE SCHEDULE - - *SIMPSON LTP4 w/ LTP4 & EXTEND F P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO INSULATION CHART FLOOR @ 24" O.C. BOTTOM OF RIM PLAN ALUMINUM DRIP EDGE BOARD/BAND 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" ONLY. BOARD PER CODE W/ 1 3/8" DRYWALL NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND NAILS OR DRYWALL SCREWS 7" O/C I SEE SOFFIT SHEET JOIST AT EA. STUD CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2xS.P.F. TOP PLATE O.C., 2 ROWS1x2 NAILER 2ND FLOOR FRAME CONNECTION rE I— WOOD 1 ST FLR. S6 J PLYWOOD SHEATHING SCALE: N.T.S. 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 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 w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d W COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 AS6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUto—SPACER AREAS. BLOCKS FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T" CORNER INSTALLATION FFLOOR PLAN SOLID W RO D CONT. FILLED CHART ONGTYPICAL 'IT" AND CORNER NOTE: LAP SHEATHING TO BOTTOM OF DETAILS rN BAND JOIST TYPICAL SCALE: N.T.S. S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) IJJ U_ v 4"x4" INSPECTION PORT AT aJ EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. UJ N AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH .� MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED d - • ... N .' aI FINISH GRADE oo <FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED INSTALLED PER MANUF. WWF OR FIBERMESH 6x6 W1.4xW1.4 �=I I I — I I a I I I-��JT1— - PLAN TI 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" II I I —I I O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS STD. 90'HOOK � , , ,I � I, � ,f J.END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) IN KO BLOCK W!3"MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING 1 SEE DETAIL 2/D2 FOR TYP 2—STORY WALL SECTION J MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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 g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) 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 .. c. (D ,4' . I I I:;:;�I I fJrM—WjF�I (3) #5 CONT. ON 3" E I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. S6 L- W i O rn (2)- 2x TOP PLATE BEYOND I 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET on G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15132" OSB EXPOSUREI F SHEATHING W IT 2 SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X LLv C x W 2x STUDS i BEYOND. rn SEE PLAN 0 3/8" "S" = NAIL 1IB" SPACING S 314" S 1/2" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 4cpT�fpl I rx'_vla(: SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM K" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". U) z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O t�B NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL o �Wi J LL O ¢ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > k0 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. (n Co LL u LLO F' OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END — '—` U) ` NOTE: Ko'_C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (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 / SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5l8"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 21 G • co -III— I I_I I I —I I• e I=I 1 I I I , :. 1IIIIIIIIIIIIIII , I. III I —° =,—I III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 1 2 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) 1 (1) LSTA30 9'-16' (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. 00 FINISH GRADE -III=I' z i—I r Q � W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. u m a`- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E� C)8 O C) N J G cc) tm O C J LL 2 y it u; W �J 1/) a N�1'� LL W a cNi o � U_ a $ Zi_ Elf 0 0, 19 'ro N m OJ J Win�QjOf ¢ ¢ ¢ LL 0 <CL N Urn W W OU OHO � N M z � N N N M z e o LL y'�`• -, U � w N 0 w 8 • C) a Q Y 8° o M y so� z M f L E O V �o o d� a0 = oa FcV ro U Z No a$ m� � C xz oz z _ � a � rz 1 ' n 3 $ LL a22 o Nw W �Ef C o oEf 'i Ix, -0 o �` iR21 a� 3 In >� J rn 0 L M co N �—. Q M LL 1 C C m C) CO `� i c ca _ = 0400 .— = M CD � � N M rn E A:: M r z Z E O N a U _j Q o C JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S6 t I I I I ' 11' 111'III 1' 11_I- I SCALE: i.. = 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 MALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER STRINGER A FACE OF 2ND RISER MAINTAIN BETWEEN " 7 AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR / 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 71 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS f SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION LATTTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ J" X FOR STRAP 2x4 PT NOTCHED INTO STRINGER7 APCONS @MAX. 32" 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 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / �I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 0� / ix4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 1 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" SCALE: 1" = V-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 SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 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 LEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE4t� STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -A; STRINGER CONTACT POINTS SECTION VIEW "E" SCALE: 1" = 1'-0" `j-2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS 4// x 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 BLOCKI NOTE: 2x8 DRYWALL STOP \NOT SHOWN f STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS1 �I (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. - POST LET INTO -OCK DE "ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO iNALL BELOW JOINT -TO )ISTS) PSON 10d x ECTION VIEW "H" SCALE: 1" = 1'-0" et;'•i:�:�i1c d •1,�, 41 Co To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h vE �P- n N o Np O cP 4 C uy # LL M rn�tLLuu _ m v � 2 Y a N m LL LL a � 13 — v rn 0 C.o -Z O W_ ��rn ¢ Q2 Z aN� ON Z UvLLpW Z ❑❑❑ N zC) Q � l/i M Z o � c.7 8 ,i-j N u- . U o 1'�• OW U U c Q Y 0 ti � ffi Cl)z M U— 's EE 0 Wo ® 10 _ �4 0 V z o E CD N ao p � Z z ai L �O2 p U) c €$ b� 0 gLL z N N p a z oz rp? O w aIi a t- V ° 0 O co 0 CM (V c IO M �1 N CL m U CU -�Lr) r11- _ _ (V r r N = M L 6 M M -- E N �; z Z E CD c c cc FL U ° Q p JOB NO: 21-1068 SCALE : AS NOTED SHEET N0. ST 1 1 A I LLLLII f 1, Ii 11-1 3 m LO r• L0 N a> x W3 N 0 a J 0 m r- LO [V O co 00 CID 0 J 0 i 0 co 0, 3 C Q O i 1,2 E E 0 0 UI i d 0 :a V J LZ 0 0 0 0 g M m n 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 TO PRODUCT P.T. TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. i APPROVAL FOR CONN. '' j ," / 1 x4 X 4 1x4 P.T. 3l16"?� X 3" LONG i FURRING FURRING ` #5 REBAR (TYP,) ' #5 REBAR 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3-1/4" LONG X 3/16"0 ;; FURRING TAPCONS (2) ROWS 3/16 x 3-1/2' ` ' 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL '' 1O.90° HOOK (TYP.) - 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ` STD. 90" _ @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH OCELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16° 1 x4 P.T. DOOR JAMB (REFER TO PRODUCT , METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. ix4 / NOTE: EACH END W/ MIN. TO PRODUCT / VIL LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2"EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. ; ; 1x4 /, '"" (2) ROWS 3/16" x 3-1/2" ! i i�' " O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING @ END MIN. 2' EDGE DIST. , w/ 4" FROM EACH END w/ NOTC @FIRST COURSE +2 SIMPSON HGAMIOKTA 12" O.C. @ 2x8 P.T. ATTACH SECOND PLY w/ ' wl (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` - - INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. .3-1/4" DETAIL NOTCH WEB AT THE t5" FIRST 2 COURSESLED TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 1610 # FOR 2 STRAPS FILL COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLIDD W/GRour r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS • 1/2" DRYWALL _ * SCREWS & (5)1/4" x 2 1/4" 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 INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. 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 HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • • .. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS . OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ... INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-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 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL i 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X TO OV TRUSS TOP CHORD TO TRUSS ERygH MIN. 4" EMBEDMENT AT 16" O.C. + (� �OTy 11 1'-051-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN + 2x6 #2 SYP @ 24 O.C. + + -INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + ° � �•. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED � + REQUIRED „ EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° .: ° �: 0 . #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + CENTERED W/ D ,° ' IN TOP ' 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 8d NAILS (10) 2X4 SYPy EACH TRUSS ' o • .d .' • KNOCKOUT / iv I :� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O _ CONNECTOR °�� ° � ' p• PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSULATION INSIDE TO ALLOW FOR INSU ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT Z INSTALLED TO BE S 2 4'-0" MAX SEE PLAN PRECAST LINTELJ STANDARD •°.•. ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4' 0") : • . .- % j..� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" •° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS Q.C. �'��Sk ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_g ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SrJ INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH 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 ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. AT 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 REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-0" EPDXY MIN. 6" EMBEDMENT & o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP '� v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e ; o a REINFORCING AS FOLLOWS: SEALANT _ — U 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. pD e — �-r J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ��6" MIN. LAP SPLICE W! o ° —_ _I v z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ _ cn N FILLED CELL SMOOTH. DO NO FURROW. n _° ° — DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ° �. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ` \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. � g ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY 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 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �c��f9SSl/, .�`;�•,�xr l/ESA, \i,, �, •�-� • • ,tea _ \ ��'J f •� •l.l r��%� ,1.. �' d `..7 �Y w � \``fit To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ... ... ... Q E M N ago y �Mv # LL W LLa Q jLLii Y aw Z O 7 f0 N c0 o � O J W rn ¢ ¢ Q Z N M Z a x 0 O zo 0_jv) W ❑ ❑ ❑ cD N z iz, � r� a VI N z o �4-J `D, w c 0 w s v1 �N � c a S� o M M W Z r j E E o �® v w i 0 oa O � F— _ f 0 �V �40 0 V Oo Z N 4 U zz q J to ®� o � c Nn zz Z J aw z rR N 3 aro os Z dcoi FC J � s4 1° p¢ zia = 3 O > (0 J 0 c co r` i� L M c > f° C ) co ULo CO j� r 04 1- r N= M rn L E � N c� N o � z E O r Z cc a E U _j Q d JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--41 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---� TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 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. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) NG.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 ,e 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 VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d —I1A COMMON TRUSSES. TOENAILS TO TOP �t� f SEE TRUSS PLAN PLATE & (2) 12d END --�\ MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP I INFORMATION. BOTTOM CHORD PLATE ALVARIES SEE PLAN OIL SEE PLAN FOF TOP OF WALL FOR WALL LOCATION 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 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS �- SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLANED C EDUELDE/PLANM OPTION B 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 A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION .., L�__ PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS " EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS H AT BASE SEE J/S6 FOR MORE INFO. " G ti 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12w/ (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 @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. — 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C 1__� — BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. t3 —• MASONRY WALL BELOW: SIMPSON °.. 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 e COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 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 LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) — LOCATION AND DIRECTION 1/2" X 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 9 SCALE: NTS -� 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d H NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP ti 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x j y r 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. t 1 PLYWOOD FLOORING �_ LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN 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 DETAILS &SECTIONS a 0 vV Pj, o �A To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Editlon. Engineers signature and seal is only for the structural englneering portions of the drawing pages bearing Engineers signature and seal. _ W 4 ci is v E n O M N r 7t O N 8 R J N O c: 2 - li a� ao .1 0 M 3,�00"wa 0 LL co N y - V M U_ a. . YY�nn Ui a. 0 0 _' L c: ra N to ww W 0 J W Z LL 2O'a' s( -J Q a r•' - N M z a a' D O Q � U U rn Z W O U oa❑ V M to (A) J — N dilm aJ 0M Z M �_ cl U N 0 w g un LU N r_ o�z w E E ao aR �® z CD N �0 05 t zN 1z C � J .1¢ ,ono 0 Oz Qz N a ° zz W cx U 3 z ira Z mnw FK a o <4 F �3 CO is r �3 '(0 O ai rn c� L c M co j co Q U CN O .2 U CO Nt F, •� = CV N = M L r M rn c� N o to z E O a= M _ a 0 � ¢ o JOB NO: 21-1068 SCALE: AS NOTED SHEET NO. D1 — — 11 I LI I- __ I I .1 -1j I I !I I vi (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON 1Od NAILS BENT OVERTOP 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 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL AO BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY & 8d BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 2x STUDS FLOOR + STUDS w/ 10d @ 2 2x SPF TOP PLATE () END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. © 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 q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR WOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1Od 10d x 1 1/2" CLIP EACH SIDE SEE PLAN 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 INSTALLED AT EA. END •°• • • G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 12d EA. END TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD '= " BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. INFO 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 '°' °• BELOW. IF WOOD WALL IS BELOW USE (2) VERIFY W/ PLAN 8d NAILS @ 3" O.C. WALL SHEATHING JOIST SEE PLAN i'" (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 I -JOIST SEE PLAN TIE BEAM PACK w/1 Od NAILS @ 8„o c FLOOR DECK SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD `I-' & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. .: - @ -% O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST I'" 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 CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SITOE NAILS OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT j BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S.��j 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) 1Od 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 AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP— BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN IPPLES IF LONGER THAN 8" x4SPF O SIMPSON CS16 w/MIN. 12" END2x6 PLATES LENGTH ON STUDS W/ (11) 1Od r2' (1) SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.P SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER FLUSH w/ THE OUTSIDE ADE 2 12 TOENAILS O LS III NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE w/ ( ) SEE PLAN FOR SIZE 1 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. / HEADER STUDS 2 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C " AT 16 O.C. U.N.O. SIMPSON SP1 w/ 10 1Od NAILS O ( ) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G 2 2x HEADER SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ 1 2x SILL PLATE W/ 2 12dTOENAILS. EXTERIOR HEADERS SEE P FOR S LAN 0 COL. SIZE (2) SIMPSON MST37 CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR 1 2x SILL PLATE W/ 2 12d TOENAILS. () () STRAPS w/ 42 16d NAILS ( ) SEE STANDARD S STA RD HEADER DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2xS PF EMBEDMENT PAST STEP. REQ'D JAMB INFO-----�� OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN MORE INFORMATION 12d NAILS AT 6 FLOOR SYSTEM OR BASE PLATE „ 2x CRIPPLES 16 O.C. 1Od x 1 1/2 EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) SIMPSON SP4 w/ 6 10d x 1 1/2 USE PRE-ENGINEERED O () ( FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 1 Od TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 1 1/2 (USE SP8 FOR 2x8 (2) 2 x #2 WALL " ) @ 24 O.C. EWALL OR BEAM WALL AT EACH STUD AT HEADER / ) (MAX. IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. Ii JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES ,r BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD �� A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN F OR 2 x CONT. T & B AND MULTIPLE STUD PACKS K W/ PAC 10d NAILS 8 O.C. @ COL. SIZE � i x 4 #2 SPF STUDS B 2 x 2 G INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) — O.C. U.N.O. 2' G () 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F I TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 10d NAILS & (4) 1/4"x2 1/4") TIE BEAM �� MIN. 6 EMBEDMENT 2 2x TOP PLATE — ( ) NAILS WRAPPED 2 / (10) 1Od 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT PROVIDE BLOCKING -- 6" SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ 10 10d ( ) NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. � PROVIDE (2) CRIPPLES BELOW 2 STORY I NT. BEARING WALL ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN_ FOR FTG. REQ. _ TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR STUDS BELOW \ (24) 1 Od x 1 1/2" NAILS AT TOP AND TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. s 2 STORY COL. aC� GIRDER BOTTOM IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D ) SCALE: N.T.S. ' "'' ' ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE II CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w! (22) SIMPSON SP4 w/ 6) ( 10d x 1 1/2" USE SP6 FOR ( 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER THE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. 2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. 'FOR OPENINGS LESS THAN 4'-0" 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 (2) 2x HEADER SEE PLAN MIN 2x #2 SPF STUDS 3 (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ F.R-T '�ly� NO 2x CRIPPLES @ 16" O.C. — @ END OF HEADER. SEE�� 2x SILL PLATE W/ 12d TOENAILS. �482x4T 2x STUDS @ 16„ O.C. W/ (2) 12d TOENAILS T/B \ INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft 2 2x TOP SPLICE Mj OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. 2 10d TOENAILS AT EACH () EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 1Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR 68 IS GREATER THAN 4 FEET PACK W/ 10d NAILS �(2) 10d TOENAILS AT EACH END OF LS30 w! (6) 10d x 1 1/2 EACH SIDE BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END ` TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , EACH END REQ'D JAMB INFO AS IMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 1SOd NAIOLS(&)(4)S/4"x21/4'! (7) TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) NAILS NAILED TO STUD PACK j FLOOR DECK FLOOR DECK @ O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. � AGAINST 2x8 2x8 TOP J � FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING BELOW JAMBS FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE 2x8 STUDS SEE PLAN FOR BEAM SIZE & CONNECTIONS TIE BEAM 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 4'1 LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. tttt CiWl �,rtlr�� 04 < a� . FL �` "fill IIiokv"W To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r» a o M8 r V m d C 0 �,n°TDoai #LLa VJ 04 O U_ LL 0- a J � 0 Z c -cr, 0 l- SSv .. 1' ',p m ��pjO7 IL' O Z ILW 00 N M Z d < Z Q O U .=a Lo W ❑❑❑ 0 z "' z z Q (nvl z Ca o LL W U O w s Ly N �N 3 p w e i' U o r_ (CO M i iis _11 L.L E n �o H x, O Z _ E o N ro as a=Z O rn C N i-D �' O r z N_ W�� T (U w�Z � J �y U O a'h O � J ai m c� L c M J M O U CO LO jIIIII M = N O) r- CN 6 a) ce) N o M cc C a U _j Q p C JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. D2 s -o ao r- rn N 0 to `v Of _ 0 0 i m LO V4 N CID M M 0 J Q i N o/o Cn f� 1H Q 0 0 E E 0 _ 0 i LZ E2 0 0 CI / 'o a d 0 U J ti CV O CID 0 Q- 0 L N 0 S ]C M m ) THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _= REQUIREMENTS BEAD BRIDGING CLADDING AND WIND r FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) 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 SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER JE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --\ OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING , SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER MMs 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 WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING G 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 1'-4" PER PLAN V-0" PER PLAN 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) - FILL WITH GROUTH,, -_ -_ - - e � o < " y SLOPED MUD BED- VINYL SHOWER PAN H SLOPE JE d a J SHOWER SEAT ZI SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER W m Z_ Z J a a al a I- rn U RO W L IJ _ Cr Qil W �° A WINDOW UNIT FLASHING REQUIREMENTS - DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-l" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING - BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. / r WIRE LATH 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 SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, _-- _ with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building V. 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 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q 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. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ISO 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. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEADHESIVE AS SHOWN) SE EXTEND A MINIMUM 6" contraction, ASTMC1281, AAMA 812, or other approved standard as VERTICALLY FROM pp appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 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 6 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. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER JI M 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAANDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. - w t R t t 6 7.7.At built-in autters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 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 a er esls an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS I) ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor f 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 i 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 N O N cD N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 _. / 8E p8 N ri 00 n N '9�p r_ \ N OD J 0 5 o? v a V1 �rNiv� LL °' YYn Q MUiLL I d- S Z o tao O~ W co a� a Z N Z a K rn O 00 U J V) Z W ❑❑❑ 0 tp g3 z N I Z � rz � ti - M V, z � 1 , - 2 LLp U O(D W 8 _ N YZLn0 (V r- to txfry ��,V: r �I C 0 Q Y � N r- w M 2 Q a � IJi g� 0 r- ;? o E ca ~ � s o Z® w r o Z E O U O ¢ gi O U oz wz d t <g w n� � c �� o of Z _J �b o� �Z �o �w o= 13: 1CD > CO 0 rn c� L (1)c M cJ M r` •� N x (D m L) CO Y ) (v r V = 04CO r co CNI C14 LID E N M N o z Z O C2 C a 0 � ¢ o � JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. WP I! I 11 11 E, I I I _11L-1L_ 111 _ 1. 1 HURR/CANE Mounting Brackets (10 Gal 41/2ax4-1Xx2-12' See Anchor Schedule Belts 112" Chia. A325 Gall iTyp,) p T 0 Is S14Self-0riiling Screws A/C Unit Bottom Edge as Hurricane Strap (Typical. 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) p 14 Self-Driling Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Washers / Self-locking Nuns *' iic trutolla un utur-ii .x arc frnrvetiai with s ll Hiuumr c Air Brace. Petted Sei Da wviug a%%". taper eaq a ! dkiaal 6ae veld apply) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Building Cotes and Standards Product Approval Application Detail Page "I 1n+/2o21 7. Gob lyaltr or 20 pea Data Panrm alit ,jyyg j(ffial Manuracturr rALLiGI erdnea a gears Validated IN tat EEC A -drat Aoopwd stu Revivon 2AW Drexel Morels, Inc Jason Shurral. Z.oh R Pi Lock. Boed.r P E 08/10/2021) 06/092020 OWWO?0 1&132020 Apprwcd Category: Roaring (502) 303.1511 PE-74021 (334) 300.100D subcalegory: Motel Real nhun.N@wo.ma com Compuanc , Method: E"Nalim Ripon Rom e Florida Registered Architect or a Licensed Florid Proles imel Enginnr f1 8 s Quiftiv-An [ Aaornved for Use Approved for use Im w peals sea a Rodrxl Model. Numb. or Nang PFOAM D"WGftn CMna [valralon pets In NVHZ oul lot rI VK roven P 1 Urozal 1 Roofing Systems DMC r DONS UMC 15OSS. DMC 175S, DMC 200S. 11/31rl Y. No NIA-0/-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag. I at tY./2021 rraQt - Fdiitir N - - pail are Da. PanAIM -.. e R UM mid y■rffi golfed Hnm.a 8 U..,m yaldaed dew MANAVt PeC Approve degt)9t EAU Arllnnertm 2020 smart Van t Products. Ino. Micro& Grim Hermes F. Norao P.E. Locke tlowdan P.E. 1W WU20 12MO2070 17282020 ApprOl Category: Soul Components (677) 441-8368 PE-73770 (334) 300-1 NO SNDCaogory: Product. Introduced as. Result of erroWsm.0-1 cm, Nan Techni Compliance Method: Fvaluellm Report from a Flonda Registered Arcnitea or. Licensed Fond. FLN=40 Products Pranalmal Engh6er liaae a LaDlrar3E�trmmo.atll Apwoved for Use Amrel In Evil aWry.fllMi for Use mgma Itlraragt 21RlE euarin 1 SmwdVenr Model R1540-510 noel Function Flood and Ventilation Vent 12/312020 Yez Yes N/A •100F 100 2 Smart Vent Mode16154P511 Ouel Function Flw,d and Venial Via 1W312020 Yes Yea N/A •10UI 100 3 amedvwt Model 4154LL520 Insuialetl Flood Venl 21312020 1213102020 Yes Yes NIA •tool` 100 i SmariVent Model R1540.521 In11 ed Flood Vent 12f ill Y. Yn NIA •1006100 5 SmenVant Model OM540.524 768qud; Gouge Door Flood Vent 1213120" Yes Yale N/A N/A 6 SmMVenI Model in 340.570 WoodwslIesulated Flops Vent 12r372020 Vas Yale WA -100 100 1 7 Sm Went Model a1540.574 14 5b ial Garage Doer Flood Val 12/J72020 Yes vas N7A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g. I of 3 1/7/2021 •. .... sraae - _ ._ IDday r o go pre Psndim PRO Pfau ya,r9n Manufacturer ygglag( Erddnw A Ligpitg Validefed ay Nett" ffY� FMC Ammer AOWl At" Rewsrm 2070 rherme-Tru CorporationStew Jaspers. Lyndon F. Schn aL P.E. Ryon J. King, P E 0rrz312D'!0 071t72n2o 07292020 1 W13rA20 Approved category: Ev enor 0- (800) 043-7026 PE-43409 (013) T676555 subCat.g.y: Svmging FO.11. Door Ani-one apenon@mamatru co sn Campllaaump ae Re wend Al,chl-1 ore Lken Sid FloridaFlanda Professional En ghee, E�-M Produce OuOtw Ati-me ADorosedforUp Approved for Ula w ict Drilast �lt Rodugl Deacclomn C.rar ^! vdrrlm pea In Ki OlAad NVN2 assistant Prl- I e Thera-Tru Flhnr Classic end &.oath -Sleet N-arel 68939 B Aqud,lmpeaaquwt Opaque t2/312021 No Yes Yea N/A Conporsito Edge Fiberglass Slnde Do. (In»1ngtOulrwmg: X cooflguntion) 2 b. Thera-Tru FlbenCI.sslc end Smooth -Slav Nomhel 6&a39;8 allournpoctilki Opaque 12/312021 No Ye, Yes WA "VolExi 1 i.0 ass Will too with SmeIIN(U tn_InglOutswirtg. XO. OX ic OXO consewetlmei 3 c Therms Tru FlbaLlesstc and Sal Star Nominal A8a30,8 &gud;lmolloAQuol Opaque 12/312021 No Yes Yes WA Cwnpoxit. Fug. Fbereass Double roe with a without Sidelites 1 lnawiny0utswm 9; XX W OXXO 19-0ms) 4 d Therml FbenCas,le and Smooth -Star Nwral88NS9;n bqud,lmpadaquW; cviique 1213112021 No Yes Yes NIA Composlle Edge Fiberglass Sege Dow AnswlnyOulrrulp; X pmRgurationl 5 e There-Tru Fiber -Classic and Smooth -suer Nomi let Stull &-old-pedalic-, Cpanue 12/3112D21 No Ye. Year I C pail. Edge Fibergla..Sil Do in 9i0eNte(al ilnawhyWUwinp. XO. OX W UX0 can8puretkns) 6 1 Thermal Aber -Classic and Smooth -Slur NaMal M1039.0 SquW Impad8qud; Opaque 121312021 No Yes Yes NIA C-pi Edge Fine,glass Double Dow with a wahout Si%jes IlnneinwoulsWing: XX W OXXO cmBWntlms) T g Tharml Rber-Clu.l oral Smooth-Sier Nrmmel 8&RJs;B 8gud:Irmtw;lAquw, Glazed 126I2021 No Y_ vas N/A Comport. Edge Fiberglass Single On. (Iri- outili X.M19g pion) 8 h Thermal Fber-Classic end Smooth -Se. Nominal 5&e30:6 aeua:lmpactil Glazed 1251,l No Yas Yas N/A Cranpane Edge Flberyass Sinite now wan Smosal l 1.Insw Win awing. XO, OX w OXO cmlpwedol 9 1- Thrrai Flber Clli l .k .d Smocth-star Namnal scull &qud.lmada0ud; GhaW 127312021 No Yea Yas NIA owte CompEdge Fiberglass Double row wen or will Sciences es f irawmeOutsvnng: XX w OXXO consgunOW.) Dually Assur.n. Aporoved for Use AMrgved for Use ImNLa DnIM Sid Y RoRsl YoaU. Ntmbr our Marna Rodud Dnc U j (jag -Q�t I� $tom Resistant lillaY� 12 L Thera-Tru Flber.gsaalc ono smoanffia Ngmnal 88,111 &ad;lmpslX&qud: Glass 121`31/2021 No Yes Yes NIA Composite Edge Fiberglass Double Door wIth or without Sidr'ites (Inswlny0utswmg: XX W OXXO -be-,-.) January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate gori u bcate gory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/1 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.1 a(3 1m21u1 rnt Er&Yors pale bra geltaPormm pre Small VwYam cmad, Enans. a uaae. Vetlda.d as vaeaatad submined FMC Aooroyr Approved stapa R.Nsbn 2020 The-Tru Corporation Sieve Jeepas n Lyndon F. Sn"i P F Ryan J 10ng. P.F 0723/2020 07P N2020 07292020 IM3/2020 Appeal C.No.ln Marl Doss (500) W 1828 PF 434n9 18131 181-0555 SubCry: Zsearr ins Exterior Dar Anembllas aia.parwrl®th amalm.co Compllancs Method: Evaluation Report from s rn Florlds Rpplstered NChteol or a Licensed FIorMa Pik Pralrirlmal Engneer ftsa! Roducl Modl. N,erda or IWme Product Doscrloeun Cladipgj Oallh Assuanc -gig Approved nor Use Aoorpaed Outside for Use IIVNZ know a st 0"i M�(,s g 1 a. Thsr4Tm Flbsr-C'Itnlc Mo 9modh-Sir Nar nm6&a39:6$0d:Impertapuot; Opaque 17A7/1021 Yang Yee Yee NIA Ganpal Edo. Fiberglass 81.91. Door (Ir-InglOunnI X cooflWnnan) 2 h. Therni Fiber Glaxrc and Smooth Star Nominal S&a3S:A aq.d•Impac4quol, Opaque 12r312021 Yes Ya; Yes NO Compote Edge Fiberglass Singer DOW with S dolltr(s7(InasirgrOutawlnp XO. OX or OXO configurations) 3 c Theme- Tru Fba CI.-. and Sm wnSlnr Nominal 8ta35.8 aquet,limplidtquol,(Va.. 1211 Yas Yax Yes NIA Comparte Edo. Ft»rp.ss Double Dar with or without SId.Ma f In.wngqulaAnO: XX a OXXO m cagurellons) 4 d. Therm. T. Fiber Chn .Ic and $mown Star Nadnal 68e39;0 &wd;mpadtqud. Opaque 12nI2021 Yes Ye. Yes N/A Coyote File. Fgmglno Single Dow (In-iloto.tawhg; X cOnflW `tool 5 e. Thera -Tin Fiber -Clank end Smooth -Star NominY SaariSqua;lmpaotiqud: Opaque 1213112021 Yea Yes Yes NIA Compose Frill Fil-O. a Slngle Dow with 91rNlita!4) (IrwwinpA7ulawing, XO, Moll conng"atimp a 1 Tharre-Tru FIW CI..alc and Smooth -star Nomi OU39:0 &agt:ImpactaWd: Opaque 12Al2o21 Y.. Yea Y. NIA Comport. Edge Fitivu x Doube now wuh a without SidWim (Inswmg10ulswmg, XX W OXXO omllgurotimN 7 9. TherlTm FIDONClas.k and Smodh.9tar Nornical a&g9:6&gYd:hlpad9qud: OleT.o 121311 1 Yes Yas Ye. N/A Compose Edge Fb.mglast Single Dow (mswm0/00swin9. X config rtalial a n. normal hbar-Classic and smooffi lee Nominal 6&il aqud:Impacifili Olned 12/372021 Yes Yn Yes NIA Compak. Edo. Flbargin.Orlya Door On Sli'll Cn-Irg"Out-ii XO, OX el cmeg.ol'o l 9 1 Tbemm, Tru Fiber -Classic end Stpdneter Nominal 68439:8 aqucl;hpeesclul Glazed 121312021 Ye. Yes Yes NIA Comport. Edge Fiberglass Double Dow wan a without SldeMes (Insa•lne/OulswV,g XX W OXXO cmogwalons) 10 ) Thermal Ftm-C awe end Smooth Star Nornhnl a&e39;0 aquot.ImpactAqunl. Glvao l Mli(2021 Yes Yes Yes NIA Co npat. Edge ribi... emyt Dow (In"Ir /0uttwhg; X conaguntler l I a Therme-Tru Fbar-Clessk and Smooth -Star NwNral8'O &gwtJmpad&wd: Glezal 121312021 Yes Yes Y. Ni an Cpas. Edge Fiberglass setae roar wth Sidl') (lov/hp/Outawing-. XO OX or OXO cmtgurallos) 12 I, Theme FlbenClassle and Smooth -Star Nominal 84143a i) &quo; knpaa" Glazed 121312021 Yes Yes Yea NIA Comp -de Edge Fiberglass Double now web or without sels- (Inswing/Ounwing; XX w OXXO cmllgwale l 13 M. Trani Fiber-Clsssk end WOdBSla Nwnmr 88#30:9&Wa;lnpactBqud: Opaque 121312021 Yes Yn Yea NIA CarrpoRa Edo. Fiberglass Saghe Dow won &qI Nonlnnosom d- Sld.M.(.) (Inewmgou/awmg; XO, OX a OXO camflW ntlons) 14 n. Thermo-Tru Fiber-Clessk and SmodnStar Nominal 8809;8 actumi pedbpuot: Opaque 12/312021 Yea Y. Yas NIA COMPM90 Edge Fiberglass Double lbw with &qua N-Imps"clud. Sideaea (mswing/Outawing: Ol connwratwn) 15 a Themta-Tm Fitxi -CMnlc and Smooth -Star Nonni NAN76,O bqua;lmpeddquat; Opaque 12nl/2021 Yes Yes Yea N/A Co poste Edge Fiberglass Sind. Dow with bqud:Nonhnpetl&qud: Smrite(s) (In.wmg/O.t.wing; XO. OX a OXO cmflgur.aoos) 1s D. Thennei Fiber -Clank end BmootnSter NMI, ad &aa39;0 aqud:lr pacial Opaque 121312021 Yes Yes Y.. NIA Compose. Edge Fiberglass Double Dow wdh &quol.NgnEImuCl. Sldaitn(ln v G/Outawino: OXXO oMi gal 17 q. Therme-TN rlb.1CII and Sm=hShr Npmnr a8i39:a &Wa:Non-Impectawal; Opaque 12/312021 Ye. Yes No N/A Composite Edge Formates. Single lbw (mawmg/Ouuwsp; X cmligumi n) 1B r. Therms-Tm Aber-Cln.k and Smooth -Suer Nomi 66039;6 aqua;Na-Irrpactaqud: Opsol 12n172021 Yet Yn No NIA Compote Edge rlberoie.a Single Dow wth SldollNfs) (Inawmg/Outswing, XL1. OX. OXO aaAowetlwf) 1a a Theme-Tru Fiber-Classicand Smuoln9ter NMMAI68e39:8&quoCNm4rwact&gad:0aque 12/J12021 Yes Yn No NIA Compote Edge Fiberglasou s Double Door with Or eleSld.M. (In WOulfwhp; XX or OXXO onitgursuol 20 1 Therma-Tru Fib.-Cles- and Smooth -Star Noel 6601 "Ot.N.-Impect&qud: Ooaae 12rJI2021 Yes Yea No N/A COnpore Edge I'll... Single Door (maMn9/OuMwinV. X cunaguraliaJ 21 u Iherms-Imhoo'Clin-imOSmmm3ar Nominal 8as39;0 aWa:Non4nVoctill Omqua 12/312021 Yes Y. No N/A Composite Edge Fiberglass WdW Door won Sldeiltenl OnswinglOutswlne, XO. OX a OXO mllpwrlms) 22 v Therme-Tru rib. ...1. and SmoMI Star Nominal 6&NOOO aquct;Nm-Inpect6qua; Opaque 12rJ12021 Yes Yes No Ni Cornpente Edge Fibil loos. Double Door with or without bldeltes (InwmWOaISMng; XX Or OXXO Forlgurshol 23 w Therms-Tru Fiber-Clanlc and SmootRStsr Nomnal 68e39A aad:Nm-Irrpactaqud; Glazed I M1/2021 Yee Yas No NIA Composite Edge Fberpost Slide DOW (mswmgroubwme: X cw iesinsM) 24 X Therme-Tru Fill and Smgoln Star NommN 68e39:6 aqua: Non-Impact8quol; Glued 124312071 Y. vas No NIA Congas. Edge Fibil l.ea Shri Door wan &delltafs) (InrwhgM1nutswNne. XO, OX W OXC Loral rdion.) 25 y Ihama-1ru Fiber-Cleafic snd SmodR9lar Namn a161119:8 iicaWNm-Impectill Glued 17,310021 Y.. Yes No NIA Composite Edge ratorgiass Doubts Dow leth or wllhoul SldeM. (In-ing/Outswmg, XX w OXXO _11guretim.) 26 t Thilrrra-Tru Fib. -Classic and Smoolh- tar Nomi 118JIM;0 aaa:Nch-Impntaqua; Glued 1211 Yes Yea No WA Compost. Edge Fbe,0914 Single Dow (In"b e/Ouhhufti : X pallguni 27 ore Tie ma Trill Fiber- Cla..I. and Smoalh Sin, Nmtnr.Le390AquwNcn Inspulbquct,Glueo 17M1/2021 Yes Yes No Ni Compass Edge FANrglass Single Dowwith C4dllte(s1(IMwMg/bunsell XO, OX or OXO con8gwalimsl 28 zn Theme-T. Filer -Ghee and Smooth -Sip Nominal 88Y39;0 aqud,Non-Irinw-l9qual, Gltrzea 12f.U2021 Yes Yes No NIA Cmpae. Edo. Fthel... Doubt. Dow wish w without SWeMn (Ineorneroutinv ng: XX or 01 cmflguretie l Florida Department of Business & Professional Regulation Page t at. Building Codes and Standards 14=21 Product Approval Application Detail QQA Enter or Pate late Dolf'ois4rra ate TWDG vAmon fatDlQOrlal[ S9DIaSl Enrrmeu A ucame YMItlrM b V ddred tin a FOC AMroval Approvod $Side!. RoMoll 2020 Theme -Tin Corporation Stew Josparsm Lyri F. BMmIa, P.E. Ryon J King, in E 10/1312020 07M 2/2020 07/3012020 1 W132020 Approved Category: 91enor Door (800) $43 7928 PE-43409 III 7frA555 Subcategory: Swinging Exterior DOWA aambuas aihipasmtilth... 1. o CompN-. Mehad: F-lialon Rap- Rom a m Fiord Rogw red Archaect W a Licensed Flonoa PrdeselmY Engmeor ZWZNRLALamdmA call Assn "prip"d for Use A...v for Use Imoed oomm Sep N Rpdud Modal. N,mba or Nam. PJadual•gywagtgD Gatreel darellwm Oeta In NVXZ Outside NVNZ R.91re1 Perigee 1 a. TharmsTry Fiber -Clank and 9naom-She Nominal 681131 aqua;Nan-Impact&qud; Oosque 121312021 No Yes No NIA Composite Edge Fiberglass Single DOW (htwhyOul-al X conRW retlm) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 7 1r5R021 Gay CMxv Or p5El pre Do. PanMo Dr. Mail 1(ul1gD YanutaGi®t SOmtgl EDr�[.611dWt Yeatrtt.mc NrI�II aammutla FMCAMr-C Alowenoa AWA Raislon 2020 MI Viand-ind Doors Brent Sponger U.I. Robed. Lomas St -I Urich, PE tON612020 IOMG2020 101121 IVIS 020 Approved Category: EithMw D.we (717) 3953300 PF-67514 )7171317.8454 SubColool Sliding Exterior DOW Assemblies bspino.rrgmiwo.com CMMUl o Moth": Evaltiatlon Report from a Flonde Rrigiolered Architect or a Licensed Florida Prans'WIN Engineer � Ambled for Use AOurt"ddecrasel fa Use Impact Dow - prosou tat N Rodtof Mosel. r4ur8. or Nam. Product C � o�rl Dae In NVNZ H Outsld XVNZ RylraM prosou'. 1 BERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO IM12024 No Yes No NIA 145-W4&quclWilcuot NOW EINFORCED 2 SERIES 420ALUMINUM SGD SERIFS 420 ALUMINUM SOD OX. XD, XX 12l31202a No Yes No NIA 96&quot:xsO&q :NON -REINFORCED 3 SERIFS 420 AI UMINUM RGn REINFORCED SERIFS 470 AI UMINUM SGD REINFORCED OXO I2/312024 No Yes No N/A 145.3/4&qud:X998qud: 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. I?J31 M24 No Yea No N/A XO. XX 96&qudx968qud 5 SEEN FS 420 Al IIMINUM SGD REINED RCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/3 li No Yin, No NIA 143&qudx9O&qud. Florida Department Of Business & Professional Regulation Page i Oil Florida Department of Business & Professional Regulation epart Page 1 2 .12Building Building Codes and Standards Irs2zo21 _ Codes and Standards Will Product Approval Application Detail Product Approval Application Detail . f9ft .�. . Er&, Or )o on Dore Pill Pea Say Cnry w PaKlnu �l go !mil DateMice Vermontmanuall iiii jarm,ciluma! valdtteda' Yaws" awmgttJi FBCAmroyr Neutral strut Din! Y![r4D rID1�IV[!I cartel91dn.a a Ucana Valldree eve yattt{yt til.� roc Amrow Mwowa Status Revirm 2020 POT Indslnes Jan. Rosoweel MlemEDad BCOC- CER MIMN-Dad ODCO- VAL 11/I a2020 1262020 11/242020 Approad Revlon 2020 Wnyne-rbitm a 11hhrom.1 0-hoad Dow nw.yne Kwrtsh John F. 8-1. Jerry P. Amesm, P E 107122020 00292020 IM32020 12/15/2020 Apprwwd Category: Exteror Doan (94114111 100 (789) 315.2590 Corporation ( ) I -0121 Pi (9011 fl71 5200 aubCeteeory: Sildmg Ott.lor Door Assemblies yoswashopgtmdustneac Category; Eztanor Doves okomlrmtlitvnyna-daXmc Compliance Moemd: Certiflcamn Mad or Listing an .gory: Sadlmal Fktaia Dow AaasmbNse u'^ Report lMna Pus251-IW Reahwts Fier rid@ RegisteredNw� Llansao FIarW. OuaKv Afaurance Approved for Use Approved for Use impact Doom Prdnslor Engineer Am" Rodatt laadal Numb. or Name Product pacrlmM Coronet EXematlM a," In IfiQli pubidd, HVHZ sidiu r Polaee 9 SGO.5570 (large Mlis". Impaa) Vn3A Sliding Glass Door 04/1a2p21 Yes Yale Yes WA OlurNv AswPoncs Apprewd for Use Amrowd for Uss Imp" g#" At" Raauef YedM- Numer w Nrre In HIVIHIZ Oudidd, KWE (DNA P--- 3 SOOOI9100/8200 P1105 WAX, Max With 14ae10 Mu "Ight, Gluing 12rJ12023 No Yas Yes a11,101•3D.U0 svnoble in top or Intermediate section 10 SOOMIOGM20001123 16811 Max wIcW 14&E39; Max height Gluing 1b312023 No Yn Y. r30.00G33.50 aveinble In top or lnteredlre section. N O O -41 U Q O O O O C O I_ C O �j CIOC O coo Us- .0 � N � O N �� o L d F /�� .� V �% 4 LO Z W J cn L. QD E-allsolloof O L O r� Q � U O CL W W O L CIO LU a N z Z Q J SHEET NO. PA 1.0. Regulation v.ps 1 a 1 Building Codes and Standards +13207+ Building Codes and Standards la/2o71 Building Codes and Standards 11a3021 8uildlnp Codes and Standards Inrzo7l Product Approval Application D43tall Product Approval Application Detail Product Approval Application Detail Produ O N to N �--• U U a O 0 O O O O W O LL ._ -a Cu O O W � }a Q � O � ca. cn Q ■ O U O (D W e•� O L Q U O L U W Q Z Z a ^J LL SHEET NO. PA 1.1 Florida Department of Business 8 Professional Regulation P.O. 1 d 1 Florida Depertrnerlt M Beakless 8 Professional Regulation P•pa 1 a2 Florida Department a Business & Professional Regulation v.g.1 a 1 Florida Department of Business 6 Professional cCU t Approval Application DetailCL a- real AOught, Asifissaft EL = ROM Wisest poldhin Sflg,! ReArcl Modal. NUMr a Nam• � In YINr1 OIRtld• NVNI �[ Roetrt Description ��A�" �� Rodld Motld- Number CIO o_tf vlde hunlceno adedlm a nd M [reds to rCL ICU a __ . . ' ! L 1. H - I ---J_ --- - a ® Simpson Strong -Tie 2020 FBC Approved Products upaeted,2/3o/zo2p for direct links to all SST approvals listed balm, CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK HERE. FL02355-R7 Seg 0 Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Tien stainless steel masonry screw FL0%89-R6 Sea 0 Product Model- Number or Name Product Description 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SOCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134 SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SOCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 8 SDHR27400, SDHR27614 SOHR31400, SDHR31814 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SD825200 SDS25212, SDS25300, SDS25.312, SDS25412, Strong -Drive SOS Heavy -Duty Connector Screw SDS25500, SOS25600, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SOS25300SS, SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2718, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strong -Drive SDWF Fbor-to-Floor Screw FL#10007-R8 §j" Product Modal- Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP378-2, BP112, BPI/2-3, BP5/8-2, BP518-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW3/Q CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88 CTUO97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/7' Uplift Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tledown System FL#10441-R6 Sea # Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDQ8, HHDQtt, HHDQ14 Hold-down 4 HDU2, HDU4, HOU5, HDUi HDU11, HOU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PAI28, PAI35 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14. STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals listed below. CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mlerril-Dods County Notice ofAcceptance INCA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 15.1/8". 22 LBAZ series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 9.3116" to, 13-1/8" 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from A" to 33-1/7' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/7'. 25 MIT series hangers top flange hangers available in widths ranging from 1.9/16'to 5- 118" and heights ranging from 9.1/4" to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/8" and heights ranging 9.1/4" to 32". FL#10860-R5 Seg # Product Model. Number or Name 1 ABA44,ABA44R,ABA4e,ABA46R,ABA06,ABA88R 2 ABU44, ABU44R, ABU46, ABU48R, ABU5-5, ABLi ABU65, ABLi ABU66R, ABU88, ABU88R, ABU1010, ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW662, ABW86RZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, AC8R, ACED 5 BC4, BC46, BC4R, BCB, BC6R, SC8, BCS2-2/4, BCS2-3/6 6 C844, CB46, CB48, CB68, CB68 7 CBSQ44-SDS2, CBSQ46-SDS2, CBS066-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 8 CC, I ECCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44,LCB66 14 LPG4Z,LPC6Z 15 MPB44Z, MPB86Z, MPB88Z 16 PB44, P844R, P846, PB66, PB66R 17 PBS44A, PBS46, PBS66 18 PBV6, PBV10 19 PC44-16, PC46-16, PC48-16. PC64.16, PC66-16, EPC44-16, EPC46.16. EPC48-16, EPC64-16, EPC66-16 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PCBZ, PC8RZ, EPC4Z, EPG4RZ, EPOBZ, EPC6RZ, EPC8Z, EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ FL#10866-R5 Ssd # Product Model- Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, GH48-6, GH48-8 GH41M, GH410-8, GH86-8, GH66.8, GH68-6, GH68- 8, GH610-6, GH610-8 4 GLB5A, GLB5B, GLB5C, GL85D, GL87A GLB7B, GLB7C, GLB7D 5 GLBT512, GBLT612, GLB7516, GBLT616, GLBT520, GBLT620 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, I IGT-4 8 UFP10-SDS3 9 URFP Product Descriptfon Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9-1r7' and W2 ranging from 3-5/8" to 7-112" Screwed column caps with W1 ranging from 3-1/4" to 9-112" and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Ca p Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTiedovm Universal Foundation Plate Universal Retrofit Foundation Plate 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 EMMM Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct links to all SST approvals listed below, CLICK HERE. o For additional infortrreban regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. For drect links to all SST approvals listed balsa, CLICK HERE. For addbnal Information regarding Florida's Statewide Product Approval System and Mlaml-trade Canty Notice of Acceptance INCA), CLICK HFRF FL#10446-RS FL#10456-R5 Slag # Product Model- Number or Name Product Description Sad # Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 1 BIT, BTB, BTH Brick Ties 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 Coiled Straps 3 APB44, APB44R, APVB68, APB66R, APS88, APS88R, APB1010. APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps APVB44R, APVB66, APV066R, APVB88, APVB88R, APVB1010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-6, APVOJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionlrenswn Strap APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, He, H7Z, HIS, HISS, H18-2, H16.2S Hurricane Ties 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS, HST6 Straight Straps 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 11 DJT14 Deck Joist Tie 13 HTSQIBKTZ, HTS020KTZ Heavy Twist Strap 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, I STA18, LSTA21, LSTA24, I STA30, LSTA36 Straight Straps 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 10 H2A, H2.5T, He, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS1e, LTS18, LTS20 Light Twist Strap 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MS7A15, MSTA18, MSTA21, MSTA24, MSTA3Q MSTA3Q MSTA49 Straight Straps 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTCBQ MSTC78 Straight Straps 21 LCE4 Post Cap 23 MSTC48133, MSTC6883 Pre -Bent Straps 22 LS30, LS50, LS70, LS90 Skewabler Angles 24 MST126, MST136, MSTI48, MSTI80, MST172 Straight Straps 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 24 LSSJ26L7, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 28 NCA200.12, NCA2x12-1 Z NCA2x6-16, NCA200-18, NCA202-16 Bridging 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 27 Ivi ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, CPS Stud Plate Tie 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2 MMLU210, MMLU1211, MMLU13P MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, Sf18, ST22, ST292, ST2122, S12115, ST2215, ST6215, S 16224, ST6236 Straight Straps 32 RST3 Roof Tie -Down 34 T820, T827, T830, T1336, TB42, T848, T1354, T856, TB60 Tension Bridging 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedawn 35 TJC37, TJC57 Truss Jack Clips 31 W8106, WB1D13C, W8126, WB126C, WB143C Wall Bracing 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-RS FL#10531-R5 sag # Product Model- Number or Name Product Deacnotlon Seg # Product Mode(, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers 1 AHEP Adjustable Hip -End Connector 2 DU, DHU. DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SD53, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from I.9/18" to 3.9/10" and heights 3 GRC Gable Brace Connector ranging from 9-118" to 23.15/16". 4 HCP1,81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SOS, HGU525SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.01 HGU7.25- Face -mount hangers 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC525/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging hom 1-518" to 7- 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5118" to 12-7/8". 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 8 LSU21 LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 9 TBE4, TBEO Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5ZO/l0, Face -mount hangers 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- THAC422, THA426, THA422.2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15.3/4" 12 TI IAI1.81/22, THAl2.06/22, THAI2.1/22, THA1222, THA1322, THA13522, TLIA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 13 THAL422, THAR422 Skewed Truss Hanger double 2Xand 4Xmodeli onlyacute flange is concealed. 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210.2 Face -mount hangers 15 THJM2.4-SDS3, THJM2-SSDS$ THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.1)4". Concealed flange 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 18 VTCR Valley Truss Clip greater than 2-9/113". 10 HUCQ1 81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers SOS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5,25/9-SDS, HUCQ5.25/11-SDS, HUCQ610- SOS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approval$ listed below. CLICK HERE. For addtional Infomation regarding Florida's Statewide Product Approval System and MIarni-Dade County Notice of Acceptance (NOA), CLICK HERE FL#114WR5 Seg 0 Product Model, Number or Name Product Description 1 HHUS210.3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDSG Joist Hanger 6 THGW3-3,1HGW3-4,THGW4-3, IHGW4-4 Joist Hanger FL#11473-R5 y§Mf Product Model- Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H16-2, H16-2S Hurricane Tie 4 HFTA12, HETA16, HFIi HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10 HMO Masonry retrofit connectors 7 HHETAIO, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FL011496-R5 Seg # Product Model- Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Soled Holdowns 3 H03B, HD513, HD7B, HD9B Boiled Holdowns 4 HTT4, HTT5, HTT5-3/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension I lea FL0130211 Sag # Product Model- Number or Name Product Description 1 SBS/Ii SB7/8x24, SB1x30 SIB Anchor Boles 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Bolls SSTB28L FL#13872-R4 A2g.# Product Model. Number or Name 1 CMST12, CMST74, CMSTCI6, CS14. CS16, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MST148. MSTI60, MSTI72, S/MST27, S/MST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA3e, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21 MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA3Q MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTCBi3, MSTC78, ST6236 11 MTS12. MTS16, MTS18, MTS20, MTS30, MTS24C, MTS3OC 12 SIB1.56, SB1.81, S/BZO6, S/82.37, S/B2.56, S/B2,68, S183A2, S/B3.56, S/B3.62, S/B4,06, S184,12, S/B4.28, S/84.75, S/B5.50 13 SIDA2.12/8, S/DA2.12110, SBA2.12/12, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, S/BA4.18/12, S/BA418/14 14 S(HIA 15 S1HD8S, S1HD8B, S/HD1OS, S/HD1OB, SfHD15S, SIHD15B 16 S/HOU4, S/HDU6, S/HDU9, S/HOU11 17 S(JCT, S/HJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct link. to all SST approvals listed below. CLICK HERE. • For additional Information regarding Florida's Statewide Product Approval System and Mlaml-Dade County Notice ofAcceptenee (NOA), CLICK HERE 18 SILBVI.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S/LBV2.88, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, S/LBV3.62, S/LSV4.08, S/LBV4.12, S/LBV4.28, S!LBV4.75, S/LBV5.50 19 SfL-TT20, S/D72Z, S/1-1714, HTT4, HTT5 Holdowns 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJG37 I russ Jack Connector FL#13904-RS 1gq f� Product Model- Number or Name 1 CCQM3.62-SDSHDG, CCQM4 62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, FCCLQM4.62G-KT, FCCLQM5.50G-KT, ECCL L QMD3 62G-KT, ECCLLQMD4.62G-KT ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7,00, HGUM7,25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM26-4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.56r7.25, MBHA3,5619.25, MBHA3.56/11.25, MBHA3.50/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56/18, MBHA5.50/7.25, MBHA5.50/9.25, MBHA5.50/11,25, MBHA5.50/11.88 MBHA5.50/14, MBHA5 50/16, MBHA5.50/18 6 MBHU3.56/9.25, MBHU3.56/11.25, MSHU3.56/11.88, MSHU3.56/14, MBHU3.56/16, MBHU3.56/18, MSHU5.5019.25, MBHU6.50/11.25, M19HU5.50/11.8$ MSHU5.50/14, MBHU5.50116, MBHU5.50/18 FL013975-R6 Sam Product Model- Number or Name 1 SDW22300, SDW22338, SOW22438, SOW22458, SDW22500, SDW22600, SDW22638, SOM26M 2 SDWC15450, SDWC15600 3 SDWH19300DB, SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWHI910000B 4 SDWH274001 SDWH276OOG, SDWH27800G, SDWH271000G, SDWH2712DOG 5 SOWS16212, SDWS18300, SDWS16312, SDVvS16400 8 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22800, SDWS22800, SOWS22900, SDWS221D00, SDWS221100, SDWS221200, SDWS221500 7 SDWS223000B, SDWS22400DB, SDWS22500DB, SDWS22600DB, SDWS22800DB, SDWS221 OOODB 8 SDWS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, SOWS271 OOOSS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HUG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Dove SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 Sag # Product Modal. Number or Name Product Description 1 AS 18, AS 1865, AS 18Se 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FUM 5730-R4 Sac # Product Model. Number or Name Product Description 1 Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete ® Simpson Strong -Tie 2020 FBC Approved Products For drect links to ell SST approvals listed below, CLICK HERE. . For additional Information regarding Florida's Statewide Product Approval System and k9aml-Dade County Updated 12/30R020 Notice of Acceptance (NOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- 9/16" and heights ranging from 4.5/18" to 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/19". 12 IUS series hangers Face -mount hangers available in widths ranging From 1-718" to 3- 5/8" and heights ranging from 9-114" to 16". 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SOS Face -mount hangers 14 LU24,LU26,Li LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS sense hangers g Face -mount hangers available In widths moping from 1-9f18" to 4- 5/8" and heights ranging from 3" to 10-15/16', 17 MGU3.63-SDS, MGU5.25-SOS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available In widths ranging from 1.9116" to 5- 1/8" and heights ranging from 6-15/16" to 19-1/2". 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16' to 3-9/18" and heights ranging from 3-1 /16" to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9118" to 6" and heights ranging from 2-6/8" to 11-1/4". FL#10667-R6 Sag 0 Product Model- Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/8" and heights ranging from 7-1/8" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 35/6" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DCHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 6/8" and heights ranging from 9-114" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11" to 32-1/2". 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-1/4" to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-7/8" and heights ranging from 8.1/2" to 28". 8 GLTV series hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32". 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- ItZ' and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8.7/8" and heights ranging from 10-1/2" to 28", 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7.1/2" to 32". 12 HGI TV series hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 9/16' and heights ranging from 16" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/6" to 3.9/16" and heights ranging from 5-3/8" to 13-1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flengo version (HUCTF) available for all models having width equa(to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 5-3/8" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 5-318" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 5/8" and heights ranging from 9-1/8" to 16". 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 7-1/4". 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3116" to 13-118" E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK HERE 5 SET-XP Adhesive Anchor for concrete 6 Strong -Soft 2 (STB2, STB24SS, STB2-6SS) Strong -Soh 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H8SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless at", or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Ttten HO Threaded Rod Hanger (THDB25156RH, 'I HDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL016230-RO Sea # Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HBSS, THD-CS6SS) 7 Titen Turbo (TNT) FL#1691 Sea # Product Model- Number or Name 1 X3481016-5K, X1S1016, X1B1011 XQ1S1016, XQ1B10164K 2 XLQ114T1224, XL01 14B1 224-2K 3 XM0114S1224, XMQ114151224-2K 4 X0114S1224, XQ11481224-2.5K, X114SI224, X01I2S1224, XQ112BI224.2K 5 XU34S1 016, XU34B1 01 6-5K FL111135320-RO Seg 0 Product Model- Number or Name I OSSC843.5, DSSC846, DSSCB48, DSHS 2 FCB43.5, FCB455, FCB47,5, FCB49.5, FCB411.5 3 FPHSD34S1016,FPHSD34B1016,FPHSD34B1016-5K,FPHSD34S1214, FPHSD34B1214, FPHSD34B1214-5K 4 LSFC2.25, LSFC4,25, LSFC6.25, SFC2.25, SFC4.25, SFC6,25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25 MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.25KW, MSSC8.25KW 6 RCKW3, RCKW5. 5, RCKW7.5, RCKW3S, RCKW5 5S 7 SCB43.5, SC1345.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 8 SCS32-5/97, SCS62-5/97, SCS62-5/118, SCS82.5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 XQ1S1016, XQ1 B10184K, XQ1 S1214, XQ1B1214.3.5K, X078S1224, XQ78B1224.3K, X0114S1224,XQ114B1224-2.5K XQ112S1224,XQ112131224-21K,X34B1016-5K, XIS1018 X1B1016-4K, X1S1214, X1B1214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Fpoxy Adhesive for masonry SEr-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Then 2 SaewAnchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10.16 Strong -Drive X Mefal Self -Drilling, Tapping Screws with #3 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with 05 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong Drive X Metal Self Drilling, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Descriptlon Bypass Framing DrOt Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self. Drilling. Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16, #12.14. and #12-24 Strong -Drive X Metal Self -Drilling Tapping Screws �a U N L Q Q O c .� cid U 10 Cf) O = O Q -9,, O ^^ W CIO O = LL_ .Cn -0 Cn E OCU O cu .� Cn ca. `i W J VJ W C/) ICU O L_ Q O V� L V 'W VJ m W Z Z Q J f1 SHEET NO. PA 1.2 ,,�'l At",,-AOI I 4