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HomeMy WebLinkAbout39788 Harvest Creek Lnkm ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RIND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or lnsul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D,S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or 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 W/ or w/ 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 WDWHDRorWDW. 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 Pit. 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. Fir. Finished Floor PW or P.W. Pre -wire VWVF 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 A1B1 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 t t 'A .E,. .'. r r1ilLLS C' ' 1F t v 7PlAiq 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 SIN 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 I 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. n WA x� S OFF:` .- �3 .4 Yf�EI$ta$ 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M ti W Q OT E Co O f`') 8 N t` 0 N N m LL —00 N sk LL W M tnti0 LL W a a YYn Q QiMa JU_u- a.. L 5 z Q =M� 0o W _ �_ o13 W DFUNm O -J ,M-J< 3. LL rn a �: N & Z -J Ce)Z OU U� vvi ❑ ❑ ❑ N (h O P Z m z o d WAR t/1 z 0 o f6 ,o, U D U �M o W U }� J E — 8 ml xlr . c� o T U)_0 ¢ LO 0 sm o CD J w M M w ¢ o9 z z -__I ,� ;z E o v =o w- ,o < @ �® O= OV r6 Cl g �o a OU O C o N � a Z o � w Z �zi L Cn o m i Z -, J ¢ ' <w z u) C oa go mw oLL =3 mj CDw�01 �� ar �z¢ Ov3i > CO Orn C 0 L � c > co �' N ^ a O m V ^^C, I%l 1^ c J r r = T oo CD L0 N = O r, -- T— E c) N o Z E N c c f9 a E o v .� m Q ❑ aa) -J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. C S 0 0 IZ TYP @ 2 STORY J S6 H.B.t T (3) 2X4 #2 SPF W/(3)16d TOENAILS @ BASE ---I AC PAD AC PAD i I S6 `; UP I I I I I I I I () I IS3 I " I 16R Cl) I 11 1 1 1 I9234 TYP @ 2 STORY 0 51 6I 10 00 FLOOR G.T. 1 rit4 42"SLOPING o I1I HAWALL 12 (� J a0 ROOM 12SPF wFAMILY N(3)2X4 LT L TILE m8'-8" FLAT CLG. ^ AILS CARPET BASE 8'-8' FLAT G.; FLEX I o GG 0 8'-8" FLAT CLG. �I I O I O S3 I FL O G. `� CARPET 00 i o c' PLUMBING LINE _J I w - `� TO SECOND I J (2) #5'S X WALL 5-SH oo FLOOR I I -.�---- t16-43" -T 12"DEER ----------- in 2068 B.F. HDR AT T-4" - I '- 1 N T RY I ih 1 3 -8" 3'-8" T-6" 6-0" _ �-F 8'-8' TAT CLG. e 1= � 'JI FOYER Q F B TYP @ 2 STORY OI O pl O COI Fo O 8 8 FLAT CLG. 3068 (2) #51S - (3) 2X4 #2 SPF W/ TILE (3)16d TOENAILS @ BASE - q �/-H• (3) 2X4 #2 SPF W/ (3) 2X4 #2 SPF W/ (3)16d TOENAILSC.,(3)16d TOENAILS(CC @ BASE N E' @BASE 0 --- F - - - - - - - - o � 2'-6" BUILDER TO PROVIDE I D 1 S3 I I I I (o O E APPLIANCE PROTECTION WHEN REQUIRED PER FBC I I I � DINING ROOM I I I PATIO 8'-8" FLAT CLG. CARPET 2 CAR GARAGE I I I I I I 8'-8" FLAT CLG. AFF I I I I I I 4'-0" 6-2" 6-6" 4'-10" 20'-6" I I I O EDGE OF SLAB 2" M� I I 100 _ �I L-_-_-_-_-J 1 - BEYOND WALL I I I I 1 1 Q Lu 1 >i -_-_-_-_- o N 3 36 T 36 3 cc O 1 1 Ll.l S3 110 I I IC, CD KITCHEN N 3 I I 1r Mb I I I - 1 8'-8" FLAT CLG. - -TILE- ^ H1 1 I I I I I I • 2868 - 9 I � 12'-8"80 1 1 1 1 1 I 2668 B.F. 2x6 WALL I I I I I I REF. 2< 2< I - OPT.- PANTRY _ L------- 0 16" DEEP C� L ----- --- - _ D S3 - - - - - N 5-SH (V J S6 TYP @ 2 STORY H.B.T 5'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" 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 18JX25i S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 1H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 e 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 7 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 1 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection 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 classi 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" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEG EN D TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN Al EXT FRAME 2 x 6 R-1KRAFT FACED FIRST FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 1/4 r=1 r-Orr (GARAGE / LIVING) i ti1�33911fp1B 9,r�i C t t�St""- r� ~N�r- rR�1 F fpff//FIa!l1t1'°\i411 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 Engineer's signature and seal. � Q n E co O M 8 p�� N N.2O N# J Lo 0 0 C fl J LL 7 to W N it LL W fh au; r� r- � -0 - W a M C:)° Y JLL LL a�0 z 0 v O jN CO C O J W� pjO' ¢ < a z IL LL a N N Z tY rn O M . < O U J rn 0 C,C, z N z z Q J - N M C7 0 u- +, W O Ln w o c U � W J r- - E o �0 CU o c � � 10 Q N m r- o J2 w M J 0 S O ZZZ Q E z o o� <0 Z® ❑a F•ca- - 2 o 0 o 0 oz o E N a� aQ i ¢o 4 aZ W L ra Vi C O o Nm m 0 O °z� 'z J �2 (�- Vj tiw Z go fl- o02 a w 3 0 =K oz o wa >O v zza a °3 p J >� ui cu 2 cu C� O M >_ J Itt N a O C m U (D c d' � 2 � r Ll 00 o L.n N = p oo L r E M N 0 Z c = E r y Z m 0-U o � v iU Q p c JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 1.0 i Q r- L0 CV CID a� it N -o v n O -1 i a r- N CD CD c a� v x 0 CD to 0 i i i CD 3 a 0 CL E 0 0 0 c c J r7 U 0 UI -o i 0 v 0 L7 0 0 0 a a L N 0 0 Y m 0 REFER TO SHEET (ST) FOR MORE INFORMATION 1 16 CT r 15 2x6 BEAM 14 SLOPED CEILING TO MAINTAIN T-5" 13 HEADER HEIGHT 12 I U 2x8 #2 SYP JOISTS @ LANDING I Z< 11 @ 16" O.C. w/ SIMPS N A35 Q CLIP OR LUS26 HAN ER TO 10 LEDGER U I 0 2xl2 HDR. w/ (3) 2x S DS AT w 9 OOD @ EA. END FOR BEARING 7. b� LANDING STANDARD (3) 2X12 I F, 8 STRINGERS W/ SIMPSON A35 CLIP TO HDR. Co 6 ix TREADS (TYP.) 2x8 LEDGER #2 SYP w/ CANT. (3) 16d NAILS TO STUD 5 HANDRAIL Ae @ 16" O.C. Lc) 4\ 3 1-1 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" 3 STAIR CALCULATIONS: TOTAL RISE = 10'-0 314' (16) RISERS AT 7 9/16" 10" TREADS wl 1" 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 318 inch within a stairway. Handrails: 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. TIN rTN CONT. HANDRAIL RETURN TO I I I I I I I J I I I I I �� WALL DETAIL I IIS6 Co S6 I I I I I I= J TYP @ 2 STORY 4 1 5111 1 s I'll 7 1 8 I9 i= TYP @ 2 STORY OWNERS 10 - -- r I � SCALE: NTS SUITE 11 - --'I �, _ o ­ffI T,ii O 8'-0" FLAT CLG. 12 `r 19 _ _ I I U) _ CARPET _ _ _ o I = IQ _ � O � - - - ROOF G.T. 14 - _ - - - - - Nv II 6 CY)) w AH 15 - - - i H2 D2 SEE PLAN FOR LANDING DEPTH H3 D2 16 - -- I LOFT R.A.G. 8'-0" FLAT CLG. I °? PLY SHEATHING OVER CARPET LANDING ATTACHED PER 1 MIN. (3) 2x STUDS REQ'D GENERAL FLOOR 16'-8" 4'- T-7z" 14'-8" @ END OF LANDING CONSTRUCTION NOTES = BELOW HDR. BEAM. _ _ _ _ - _ , = 2x8 #2 SYP JOISTS @ LANDING `n a @ 16"O.C. w/ SIMPSON A35/USP 3'-82' 3'-9z" 2'-4" '-10" 5'-4" 2'-6" I STANDARD (3) 2x12 3 MP34 OR LUS26 HANGER ON $IM. W/ STRINGERS w/ z EA. SIDE SIMPSON A35/USP o DR ER VTE 286 'IN 3.5" x 5.25" MP34 CLIP TO a MASONRY OR WOOD WALL, 00 PL 1.8E FLOOR SYSTEM OR SEE PLAN LL LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY _ °° u Mw 1 o I FB - 2900 I (2) 2x HDR. g WALL) CONTINUOUS LEDGER m �� ILAU I BEDROOM 2 a w/ (3) 16d NAILS @ 16" O.C. MAX. a - D2 I REQ'D @ END OF W TO EA. STUD. ((2) 1/4"X3 1/2" 0 00 1 0 I L 8 0 FLAT CLG. LANDING FOR m I m I o STRINGERS TO TITENS @ 16" O.C. MAX. FOR i - FAT rn I 00 CARPET 1 0o CONNECT TO MASONRY WALL) - _ _ - - _ J ° I o P33� �c�2?` \ - 1 a I ATTIC I o L9L^ ESS _ J 1 lee 2 x 24 8- $1 LA11 CL r b U) = fLE- I U A SO B I HU _ 0� rn EXT. WALL 4'-0" 5'10" 6'-1 ' d 54' 2-42 c� 13'-72' w N H1 D2 GENERAL LANDING FRAMING INFO. TO BE 2x4 #2 - ( S z 2668 SPF STUD @ O �I SCALE: N.T.S. 9' 0" MAX LANDING LENGTH 16" O.C. FIBERGLA143 TB 00 U.N.O. SURROUN j u R&S a u- -1 2668 - - - - - - - - - - - - - - - - - - - - - - - - - 60"X36" =w Z 2-3 SHOWER Cl) 00 7- Z co N 4068 B.F. - '- O N I00 1 1 J 00 4068 B.F. 1 S6 � _ I TYP @ 2 STORY N 1 6-52" 2'-4" 4'-22 - �o 1 � O I 7'-102 13'-0" B cnLO � - - I rn ROOF G.T. - - T 50 - - - w _ I i '-o° FL T CLG. N BEDROOM 39 W 3 H2 D2 i O D2 j 8'-0" FLAT CLG. I W.I.C. ; B DROOM 4 CARPET 18'-0" FLAT CLG. I 19 8'-0" FLAT CLG. - 10 I I TYP @ 2 STORY CARPET j J ccl FIBERGLA L------ ---J S6 SURROUND R&S EGRESS 25 SHO 6 H 1 D2 TYP 1 CORNERS U.N.O. on 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.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" 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 20 X 26 18 4 X 25 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1 H2 27 114 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. iH6 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 7'X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 i X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. 140C REVII 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-T, 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.G.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al "I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 SECOND FLOOR PLAN Al EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED SCALE: %4"=1 r-0" (GARAGE / LIVING) 0 . �3 ,-) 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 FW- Q of (per S N 0 N S W #"a n20 u0i r-L - w - a Y a�rNiv Ju-w a w Z r 0 O: 'mNfo LLOJJ W ��6jQ' Z ILW a N M Z � rn O O U 0 1 cn ❑00 � N o z a CID Z d a N M z 0 - a U 0 W $ cn (2:f Y U W J z$ t o - Q 00 Y �Q o Mn w Cl)p ZZ Q U- �E O =o oo z }o a� Z ❑ a f- r6 RO U a F 00 p ° C� i a z CV L o tt J m 0 ro Cf) U .0 F ° Q W z 3 � 0 50 rl W Q it W U ao oW 3 sF O CO � ui �o it za a ELM: 03 N Q J Om m m O L O C > J ^ m O o m CL0 co r1*1 2 CV r Lf 7 00 Q � N = Ili E E M N o Z c E O r Z `�° a E U Q p� c JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 1.1 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES /// w Q MEDICINE CABINET U j U ; CO cco CO co PANTRY 50 00 V/z LUHOOD — — M o CV OPT. REF. 0 0 0 RANGE 0 Lu g=A OWNERS BATH KITCHEN O O 80 80 O O r; a O O M cM TUB/SHOWER FINISH PER FLOOR PLAN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD r�--- DOUBLE RODS �, KITCHEN 16" FOR LINEN 12" FOR PANTRY --" z SINGLE u 24" TOWEL BAR TOWEL BAR IN a ROD ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR ON BATHROOM WALL o _ SHWR. 00 I VALVES w o TOILET oI = ' CO SOAP - PAPER to o DISH U 01 HOLDER r ' ' tD r Cf d' 1 -1 >- 1 -111 c'7 r o c`) O N TUB C? FIN. FLR. 11 FIN. FLR. r BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING O 0 00 a C* M 60 N 0 M INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30 H BASE CABINETS C)00 0° TIN � 2x FRAMING- 1/2"TIN o 0 O - T GYP N M N N BOARD FIN. FLR. - 2x P.T. SOLE PLATES ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" r `I O 9 `/ N r s� 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. 0 Q E oo 8 N � J ® N o�0 ��W N ;k LL W 0. N tic, w M y a Y JLLLLI a�� O Z r0�vO L2°o O� w N Q Q Q z ILa I L C9 N M Z x N 0 (0 Z d L) ❑ ❑ ❑ N M O Q - N M 4zz �LLjg 'y N ^ v J u) C I zl�. !1f J E 8 Q N �� AMA W M z o z � lL E �s zo > <_w� H CL C:,a xo o< oo �� a Z N z ¢p rW i az Z2Z2 y U mo O LL Z _ Co J ym O Qw z a`�i $g aoo ao �� 00 Y F K= cD � o r ZIQ ao o U CIm :) J ('0 '('0 O L � > CID J! �' N O U C m �..� z d' LC) 7- N T CVoo = o ui ,-. M N o Z N E N r Z d o U 0 Q p JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 2.0 ii; 00 00 60 T.O.P.------- HDR HGT. 2nd FIN. � FLR.------- T.O.M.------- HDR HGT. FIN FLR FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) k------------- 16070 OVERHEAD DOOR 12 5� FIBERGLASS SHINGLE ]AI[ -TA 1 1 rr% A n nrn FRON 12 �5 F4 F1 FIN FLR , / F2 T ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" IN 0 Zo a0 i 1 DECORATIVE SHUTTER General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM 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, 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. vVJ. ee ` • i � BdP�111S1�, 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 Engineer's signature and seal. to h Q o E O co8 10 N r 7k 0 N " J H Cpr�r� LL u_Ip �J au oLauN Z_ OLw~y lux) E O13 O Z LLW(m TY)da N a z Z N OU X S2 O V W ❑ ❑ ❑ V M p� z N (O o z z ¢ Q r rNi N z 0 0 (� CJJ LL w m a '� • U O N Rig U c Ui. J - _ E t 8 V l0 = r d U o c� u°Di o ° N CA o w M o z U_ E Wok � oa v0 (�6 MO U UO � U ZX O E N �< a o wz oZ a z �W <o m0 • Ip NC C z y mm o O zF Z a) J a 1� ¢w z to N o< z go v �X a w =K CD J z 3 =F X10 MilliCD O CU v w zI< t O e 3 .N O J >� '^ �J m m m 0 L � C > J NT N Q � � O � U C m U O riiiii d' Lo LO N = O � L i r M N o M Z N E O Z CU a U � Q 0 J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 3.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME — 12 5� 35-SH CJ 12 �5 CJ ------------------------------------------ 2ndFIN. ----------- — ------------------- — FLASHING 12 FLR. CJ/WEEP -- CJ/WEEP-------- T.O.M. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS --------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 5� 35-SH -------------- ROOF TO BE CENTERED ON DOOR � 4'-0" OFF RIDGE VENT EXTERIOR PLASTER ON FRAME 25 SH 5068 SGD 19 REAR ELEVATION - Al 12 �5 9' RIDGE VENT SCALE: 1 /4"= V-0" ------------------------------------------------------- ------------------------ 2nd FIN. FLR. CJ CJ /WEEP CJ — — — — — — — — — T.O.M. --8------------------------------------------------------------------------L--T---I—A------HDR FIN FLR r N TEXTURED 1 00 o - CEMENTITIOUS co FINISH ON C.M.U. (TYP.) ---------------------------------------------- — — --- -- ------FIN FLR LEFT ELEVATION - Al SCALE: 1 /4"= V-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 1-112" 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, 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. � ,rrrrritt111111lIl/irl�� SRO'�'V \`•���� 4.� Q i FLOC ' a+� "g"o j'ESStOr��``�`��':.. v,#10/1/11 t 111 tt11i`\ 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. W Q 0 F co r- o MQ `°°r°at N N N : J ® 20 ", W N Qej yrr� cN-» LL W a L- YYn M r; iL L u, Z Lt6' 0 OF W 15 C14 (0 05 Lr. — _J Z L oo a Z N Cl)Z p V p_'cn0 v N f") Z N10 o g z z o J 7 CL E3 r M C9 Q1jl a)(0 a ll- T Cn LU O 0 W o t� c �N U iu W J - E U wigL U ) 4 c W 0 Q N O42 _0 o o w MZ o U_ ±z E O E z® u x0 oQ U00 �� O 04 LZ¢� ¢z 42 � cn C mo� z � - N J mm aZ �w o ZZ ao v <o aLL �w co V Z 6 a 0U 3 NCD = �� J 0 °' N C� L � co > co d' —' N ^ m CD C ca U co co _ 2 �y r U 00 CD Ln N = CD LO r ui w � rn ch N o ca Z N E p N r Z cc cc a E U °� Q p JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP _ CAP 2" 2" *NOTE: iv 1° 1" RADIUS N FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS REQUIRED BY COMMUNITY t`N 1'-5& Mla N 00 SPECS. IF NOT, � iv 3/4" RADIUS DETAIL TO BE 1" 2" OPENING VARIES 2" 12-' 1rr 1rr M BUILT W/ STUCCO. 1/2" RADIUS iv 1" 4" VARIES - EDGE OF "a e IN 1-0 1" OPENING VARIES 0 22" VARIES ih 1 err r 2 VARIES N 1 rr 1 r_Orr 1 rr = r-IN 1 1/2" RADIUS 4 4rr 42 '�`" 2 1/2" RADIUS 31" Orr I - ic') N C& cnty CO _ MIV r00 Ch FO VARIES 12" 32' 11" 32' iv � Ala 11" 1r, 1" 1" 1" BASE • BASE r N 3" 2 2 Ta 1 rr 1 rr T Orr 3rr TTa N y� N I I N N 12rr o "'NOTE: VARIES 8" 2" FOAM TO BE USED 19 3„ ONLY WHEN 1 REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. • EDGE „ ot OPENING rum 0111 • EN 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, o the structural plans and specifications contained within these 4" 101, CV ^M drawings comply with the 2020 Florida Building Code - 4" Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 1 Orr 6" Engineer's signature and seal. 21 rr N 0 W CD CD E r_ Q o 8 mnvt o N N 00 J eta N J C LL �,00 Nk LL W u- a LL b� �CO Q �Mo ' IN J 0 Z L t0 q" 6rr @ roy co m O trr _ L4— (V W W = W rn 2 CN 2rr 2rr Q Q M Z ,� m Z cn p Z N U. U h W ❑DO 1-1/2" THICK cD Z N M 0 M1 un 0 0 24' _ o Z m CO Z � 2'4" 1'-10'r J v T 52 1 5 52 a) Sir, 1r Arr 3rr i„ N Z c _ a -mot N _ — o IN v ,yam ru � 'JL� • a" 1" 12" VARIES VARIES DO ,,, g �y N L /) U-) � /7-( w 22rr i iC �M - 8 t VARIES VARIES II. c �0 • Q N sm r4" 8rr ill �11 Iz r- W 1n M z a z r-------- _ 32 3. 6" 4" KEYSTONE F11 b KEYSTONE F11 00o OPTIONAL OPTIONAL Q Eo ° z t E u <= a� t Q, cu Eg 00 00 CL �< o co i R6.. cD 2 44 r CD R44„ 3rr ZN fu w o z 4" GARAGE DR. OPENING 4" L3- a 4" WINDOW OPENING 4" 3"' L ma 4 C 'op 2 NOTE: W J N 2 M t • INSTALL OVER STONE, TYP. o w 3 0 • FIN. TO HAVE TRADITIONAL 2 a Z VARIES Cl- LOOK & SMOOTH FINISH W c3 0 F • FOAM/ EPS MATERIAL IS 3 �r ACCEPTED o w` NJa ° NOTE: ~ v za 3 c • FIN. TO HAVE TRADITIONAL LOOK & 1 3 t 2'-1" 1'-4" ° C SMOOTH FINISH 14' 1'-64' 14. 12' 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5� 1 —12' 5q > (0 O T-8rr err N 4" T-0" 4" f0 c9 1" 101r 1r 4rr 101r o N Al a) T "Zi- ifl , co N e0 N _ d N � •Y a) O v � 1`/�i�/_ o U CD 1" N C m I� f A CV LO CV L //� CDN = ° L r rn C?o • N M M r C E O N C N •per a L) Q cc 1" Rro,. - 12r JOB NO: 21-1074 1" SCALE : AS NOTED N� o SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH 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 LIL 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF 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 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 Q EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) f{e]P PUSH BUTTON SWITCH (OPTIONAL) FD 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 M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �47. Y-� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP MAIN O 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 isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED 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. 61 6 *_j 6F16 *_.1j illn::Iml DISC. WP GFI PATIO WP GFI TO LIGHT R AND ' I I I I I I I I / SWITCH I 1 I I ABOVE -- — __- ----- ROUGH -IN FOR I — — — — — OPT. CLG. FAN/ I \7 LIGHT PRE -WIRE FI ----- 12FAMILY ROOhVi \ \ — / ell I /Z FLEX ROUGH -IN FOR / I OPT. CLG. FAN/ !h I LIGHT PRE -WIRED ' WP `'' F I _1----------- W FOYER FI @ 44" NTRY ' ------ \ / A.F.F. \ PENDANT AS CH O r \PER SPECS I I I DINING ROOM 0 2 CAR GARAGE zo I I I I I I I I I GFI @ 44" GAR. I I I I I I A.F.F. DOOR GIF' I (ju GFI F1 I L —0 UC _�J GFI 0= I Q G F RF I LGEI_ J / I I I JL I I I 3 KITCHE I I I I — OPT. - I I I VERIFY LOCATION L—IRRIGATION — — — — I I ELECTRICAL PANEL GFI @ 44" A.F.F. GFI AGFIFI : _ r� DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER H.B.+ LOCATION WITH BUI DER 12'-0" I i ,nf��o E REV N Kl POTO W1 P SCA MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" N 0 N CO CV 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 - 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 W Q E CD Cn Q 00 00 Cc:,,(V N J LL 0 ? m 7 a0 N J it LL W H (1) r- r` o w LL a- M LL LLC) 5O aU 13Z sm ° WFtl W(1) orn m ILL Z do-r ZMZX0ON Uw W M � z N O � o Z Co z — m- t+ ! N M Z O O LU Q U O w o c �- R3 U w J E 2 8 ml�.. U N U' Q O ® Q N �� o w o � LL_ ociQ E w� oo Zo <R E U �Z' _ ® oa t6UO f— rQ X U ¢ 0 U 0 FD 04 ¢ az wo 6O 0 aZ Ww yZam+ L ru C U "m m2 F 0 0, Z , v aW Zz y rw o ZO SZ a Q N W ¢o aZ F=_ o 0 �o C7 w 0< 0 z — 2¢ Uz �C:) �C.0 J 0 ni rn m to O L � cc � cc J q9 N M O m •� ^^C, N � W Lo cc cc F... -� _ = cV r— LO p L.n N = 00 LO r M o N Z O Ecc H r Z m E FL U J Q Q J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 4.0 0 cV LO C4 0 0 m ELECTRICAL SPECIFICATION i50A/2 LC NENTTERER PANEL C DOOR NOTES: 11110 p14 copperto lights & outlets ELECTRICAL CONTRACTOR 50 AMP q12 cropperto 20 amp ckts 150 AMP! 200 AMP #10.2 copper to WH MUST VERIFY WITH THE 11111 #10.3 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN 2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUNDjDisconnLectPOWER CO. FEED INTERSYSTEMre Cu Ground BONDING NDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 J 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqT- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION MD ELECTRIC DOOR OPERATOR (OPTIONAL) FC.. , ." ...... CH CHIMES (OPTIONAL) SYSTEM F0 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 VI] ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" it N 0 N Cfl 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 - 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. MM N W QO v EE M 8 to n n N r Xk LL ,i 0 � , ; 00 � at �` a H 113 �m0� LL LL LL n' Y a. w 0 r my 0E- ii j '� N O m J W orn ¢ Q Q z IL co N M Z a Q y 0 0 0� in Z W z N M o $ z n z o U) V) - N M z t9 - 4`• � w C o .� U O W O � �un � N _U) fC5 '— U c w m F— J wigz 8 L pd u N W00 N ®0 �J o co w co w z L- L.1_ ce E 35¢ z❑ Q '0 YN < N 0 E:ca V w� Z® oa X OU ¢Q 0 O, O N z o a Z r� N C <z Z$ Y <N mo o u= Z °m <z Z z Q z 3Z a ww U 3 as ao aZ =K — AJ Z = 0 o v w 2 T °3 �C:) 'C J O N tT m c� L � cc > cc 'qT —' N Q O C m V N-01 Lo co F.- = N T LC) O N = O ° � E CM N o Z N E O i6 r Z M a E U a Q p JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 0 Floor 33 32 5 16 1 8 0.0 0.0 0.0 (Zone 1) Upper 7 2 Floor 1535 1474 211 737 53 368 381.0 105.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN SCALE: %4'=l'-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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. 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) r / 5RO "J`✓AV ��gr J Y, ° ._✓ ••''°., ^r. dad •. •••°• �e 'siMil°16������� 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. W �i co co a E co O (vCj Q c0 3t v N op N N m # LL Q Xk LL co N W 7 w a N) �,r-r� - a. M V U.lA Q N Juu.LL 3 n. W 3 O Z tr Lm�o a �(N� &gam W ca ° rgrn4 a z a N Cl) Z 0: In O Z U pU cUn W ❑�❑ z N M O z z Q � N M z GX � o W a O„ N C m Rigt— U d c J pEp L U m I zl Y U Q • O to J w Cl) M �¢ Z o z Q � LL_ Q 0 E O� z�s w� Z® ❑a Fcu (O _ C O C N x o U a F o ¢o 0 o p 0 Q az Q �w L (d U) C _ ❑ Z y U m O oLL Z m Q W z y w g Z o 5z a � ? rn w O yz w WF =3 �o �t zla °dT� 3 O G O i co O n r W m f4 M J N ^ a O CL U C m CL co L0 co r '�_ _ = N r U oo O Cq LO N = O o '— ui E V c M N o 0 W z E 0 iA r c a U _j Q p JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 5.0 C C d 38'-0" 2'-0" 2'-0" 2,-0" 4'-0" TYP @ 2 J STORY S6 H.B.t 2'-1 ■. ...............�..... .........E. .E.............. E..... 0... .■ AC PAD AC PAD -'----------M,�.----I-- — —,•---------- I— N S3 rca - o? 5'-4" 16'-3" TYP @ 2 STORY r HVAC CHASE BASED ON I — — "� :: I 0'-01, I \ S6 \ ■ ; LOCATION ,,� �• �� ; INDICATES FILLED CELL w/ 3000 I PSI CONC. GROUT FROM FT. TO 00 BEAM W/ (1) #5 REBAR VERT r ABOVE SLAB TYP @ ALL PLACES I N ■ r r SHOWN HOOKED FTG. DOWELS 5" I I I `r' ' j gi:oz ; 5'-4js" t I EMBED W/ 25" EXT. ABOVE SLAB r-11 t "GRADE 40 STEEL" Ci o I CJ Z. \`` �.Ji ,, I !I 'PLUMBING GG S3 LINE STUB UP TTO SECOND12ND j09 FLOO" -0" ' FLOOR -7a ■ ' I ( FOR A/C ; ... .....: ::::..:: — — 2'-6" x 2'-6" x 1'-0" 1 I ; ■ 1 f W/ (3) #5'S E.W. M 1 T-h 4„ ■ : ( 0'-0 TOP OF CONC./PAVER TO BE 4" - 0 0 S3 BELOW FIN. FLR. ; I PROVIDE %2" x 9" 1 /8":1'-0" 2'-6" x 2'-6" x 1'-0" M J TYP @2STORY RECESS FOR FRT.W/3 DOOR � : r---------- — ------ :■ 4„SLOPE iv ( ) #5'S E.W. ■: I ICJ I--------'-I---------� O o _ _ (2) #5 REBAR BUILDER TO PROVIDE CC VERTICALS w/ in ( 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 N iv iv FILLED CELL 14„ E PROVIDE 1 y2" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY I I q SLOPE RECESS FOR COUNTY ONLY I CO SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I L —f�—I ( MASON'S SLOPE SLAB OVER 6 MIL L S3 I FOR WIDTH BA RI,ERN VAPOR — I I ■ ; I EDGE OF SLAB 2" I �? STEPS AS REQUIRED PER FIELD CONDITIONS : CHASE I BEYOND WALL I TO I I KITCHEN ISLAND I ISLAND ( I SLOPE LOW WALLS 4,-0„ _ , - -- - - - - - - - — — — — — I I II I� `----- J r N p I 4— CJ 1 4'-11 O 00 11r1 �Ilcan "' L-----------j I I J S3 o CY)IIr��IIY I ( I „ uL� JIIZ �o'-o° e I -3 1 /2 L — ( t - ■ I Q I I CC I (2) #5 REBAR VERTICALS w/ in S3 FILLED CELL • I 12 STORY I--:—y--I---I —J = L----------------J _ C�-i*.*...T ....... _4„ no C:11 J S6 TYP @ 2 STORY 6'-0" I H.B. 3'-0" 64" L 4'-0" L 4'-4" 5'-0" FOUNDATION PLAN SCALE: %4 "=V-0" 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 SIN 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 LU z u d 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" si(! l _ o P .......... To 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. Q �E t- O N U opt N 0 m rD J !, 0 -0000 51)) L a 0)rn ra ay Y � 0 CILH MM U_LLIaW yCo C,w O M .CV 7 '@ N CO m 0 J IWt9 �pjO' d a N M Z Q O a O U 0 Cnn W ❑�❑ N O O O z d 13 N M z ;; 0 LL a-j LU e'ca U 0 N �tn Lll g � w '� U m � f.y J E t 01`°•e j mom dD Y 0 r- C w Irmo MZ i Q E o wo oo <� Z® oa CL XO 00 O< N ~ as ¢o ¢o ww �% Y m0 a C, - c J �m ¢' rZ 1z W Z 5z LU 3 K a NW _ , " o. I3 mi O coa w114 0 SUS za O = � >C.0 J Orn m C� L � co a C) C m U d" r�,- "0 (V _114) oo O Li) N = N r E .i Mrn o Z E O N m � f4 FL E o U 4i 'a m q p a� i JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 6.0 STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING r03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft 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 (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 79.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 - I --- - ---- , -- ( 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 I Y-101, ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDi®; ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: I 1Q I 1O I SHINGLE: %s' EXP. 1 (24/6) or 15/32" EXP. 1 (3�1'6) I I � I TILE: 1%2' EXP. 1 (3�'16) NOTE: E -- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS Oft 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. 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 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H 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) 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 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 w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D 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 w/ (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 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 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 1360 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 SEE SHEET S7 FOR, ROOF FRAMING DETAILS MAIN FRAMING PLANT SCALE: 1/4 1F z"tt4 if fiffiv �5x e A\f? co DPI•S•S1O• � 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. U) F o E 00 o �8 CDr- V Q m 6 m co w as LL w N�°�o-0 w a LL a Y Q �mv vi JiL a LLJ 13 ZJ_ CIL c m 0 'm c4 co IY O W U) c rn Z oo a N (71) n 0 Z p V U_j N U z N o fC) p z pp N z o � J — � N I ^ ', N M /`z�n V O W1 l V T Cy') U O w o C-) ( MIN w m F- J E U o N v7 d o ® 0 c m Q 0 r� o � J w co O z z Q U_ E o�z 0 a C"_ E O (CS F wz � o z® oa U o 0 d¢ ¢o oz wz N i �� a� m� . (6 _r C U m0 0 o, z F (3) Qz N 0 Fes¢ z 0 U ao a aLL �_ ¢ Y r3 00 co 4 10 ao CO ` cc c� L � c ca N � C) Q L)� C m V LO cc CY) _ Ln oo C) E c rn M N z 3 N E O .— Z C a 0 _j ¢ o _ JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 7.0 Ii ALLOWABLE I OF GN RSH ENGINEERED CLADD CLADDING WIND PRESSURES ANDOSUCTIIONIS FORM AN ROOFOHEIGHT ST2 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] AREA ROOF 1 2e I 2n 2r 3 3e 3r a=oft HIP -35.94 49.57 49.57 49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -78.58 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%6) or 1Y32" EXP. 1 (3�'16) TILE: 1Y32"EXP. 1 (3�'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 16/2', 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 a=oft 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. 31M. W/ BLOCKING AGT w/ (22) 0.148 4-SDS2.5 (10) 'SDS WOOD (1) 5/8" ATR. YP. @ 2 STORY (2) M. 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 1 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H 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) 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 wl (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" 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 wl 12" EMBED w/ USP CIA-7000C I EPDXY V (2) LGT2 4060-M 3770-F 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 (2 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 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" 1 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 1360 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS a(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 (A) SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLANT SCALE: Y4'=1'-0' I .• PSG �' • 5 - IL 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N $ W H Q rco o f 0 n O N# J N N m 7 to a0 4.) a. a fin r r O LL W eiMv a Y L_ LL a W � Z = o C9 L Q O W -:5 'Cl N cD M O W 60 z4 Z LL a N Mz �v>O < < =) O U _j � Z WCD U aoo z N 0 z C z n 4a Q J E3 N M a � � VC• U O w o U W J E 0 Q o M w M z ¢ O z G 14FCU J U_ Q E O m o _ oo F z g 's a ZO p o U ¢o — 1,15 _Q 0 ,oU a O N¢ i a� z wo XZ w w �� tp N C U o of Z C J H z z Z u7 ow go MEN!Z ZZ N W (� a0 p oZ =F h _ w� >° o CD a Ova �1 z¢ O ,^ �J 4i m m m 0 L (D c cc ^ Q a O U ) (� /0 \1�/ CoLID wC M M r%.. 2 Cy s— N = O rn r E cC CoLO C V o cc z E O ca a U ,_ JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 7.1 �1' -Ir r- N 0 co v x 0 J n a I j Q r- N 0 (O N -o v J n 0 I 0 cn c v 3 H Q CV d E F2- N 0 C c J N E2 0 i 0 i a c U J ti 0 (n JJ a O d 0 N 0 0 _g ]G m 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 180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . 0 Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T FORM & GROUT SOLID N Q �U 05 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. iMom F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY M 8F16- B/1T U Q 0 tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS chi precastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. #S MIN.. R AT TOP (1)(1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL d d O d G .4*-C.M.U. #5 REBAR AT TOP d ° d a GROUT MIN. (1) REO'D ° 4 e D 1-1/2" CLEAR � d e 4 a r J 0 <1 d v_t m FQ ° Q C.M.U. 5 REBAR AT = ut w ° BOTTOM OF Z w - Q 0 01 LINTEL CAVITY o � ui *-BOTTOM o u d O Z Z-/\\ REINFORCING Q G (7 r` 7-5/8"ACTUAL PROVIDED IN LINTEL Z w D D ¢ Lu �° �, <o 5 REBAR AT BOTTO AS INDICATED 'NOMINAL WIDTH (VARIES) U)Ln ir a 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/ %" EPDXY ANCHOR OR Y" 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 UCTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CING 1 WALL SPLICE DETAIL 111'i� SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 6-8" LL O LINTEL PLAN SCALE: %4"=1'-0" i�l?'RBSaPI'P -�-) �s'!AN y 1"1� C�i� i l `%sP �SSlO S- 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. Mi � W H r` o ECo O M 8 FA V � � N rn r- r-L' -r w a N O u a - 0 06 L (0 N (0 E O _J (n�OO'da¢ Z ILW 00 a N M a' (n Z 0 U� (Cn Z Or W ❑�❑ 0 0 � o Q � J 0_ 13 v1 N M z � � o LL (� Uzi (u � U m 0 l/7 V N w o c (� f-- in (J 6 c w m r- _J E 10 $ c 0 N 0 • co M W M z P o Z 4 � J ,L Q. E Z o oo <R z 0 oa F- CL XO �a 0O ow O E CO CN i < o ¢o a z w L U)C U m� O oLL Z U) Q) J "m aw gz ca- ¢ g° a z ww wLL ¢o �- �LL z �3 =� > 0 U co V w'- za a 3 � J ui rn m m U > _J N ^ a O 0- CU N W Lo F... 2 04 LO 00 o °n° Ln N = O r rn t'M N o Z N E O Z6 r Z `° C N 'ap C d U _ _J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. 8.0 Im cad 0 i _- 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 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, 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. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN 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 6/TMS 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 SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2,2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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-185 / 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" 1)12" /„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 71 STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, 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 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backflll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over oU and mortar along the foundation perimeter must be removed be�ore exterlorpsol�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 = If 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" 1%4' 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. ddedg. o1 N s 4, ' r L�". fIt0111i]!111000`� 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 Engineer's signature and seal. N W Q $ 00 vE �r.- O Mg �N a4LL inr,� J ii LU � cNi v u_ a Y CL WLLLL a Lu 3 Z13- L cc 0 I%" 0 O J � •� - �0 mCi W U5 Z LL a N M Z af y O 0 OU U� rOn Z W ❑❑❑ co N M _ O z z o Kt J n N M z v o 4-, c W ca U r J O C/1 W O c ZD (10 co U W J L 8 61.' = U o m w ° �Q o co w M i Z o S- Q LL ca E O �o oo <R z® oa o OU I 'd 0 E N ru K a< ¢O � O 0< dz i ao Ku ro Co C m2 0 of Z w Zcu m < 2 Qo U d Q �w k o � wco a 01 1 r >(.0 N m 0 W � O m r-N Lr) cc F =LO N N = rn � r ui E M N o r0 c � r N y Z m c d U -1 Q O c JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S N 10'-0" TANK -LESS W/H CORNER OF I • HOME H C G GARAGE SIDE O O O 5'-0" a - 0 STUB -OUT FOR 1 r_D�r o 0 0 GAS METER O o U iy 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'I T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 90° HOOK BOND BEAM 71�_ SIMPSON MG wl (22)10d w NAILS TYP.cc �GIRDERTRUSS j STD. 90° CONT. #5 BARHOOK F BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. Q � Clinch nails when possible Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8" 0 THRU BOLT 1.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (1$)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer = 1900 plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3"(10d)nails at6"o.c. Required on interior walls:- for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and beam below Load bearing wall must stack over Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional � � Joist consideration. Check local building � When joists meet over wall, provide I -Joist can be offset code forappropriate 1/16" 1 3/4" minimum bearing for each. PLUMBING LINE details in One 10d box up ti al l avoid areas=20 of high or=20 sinker vertical plumbing TOP (2) #5's x 4'-0" 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side A/C CHASE 4" PVC PENETRATION at bearing. JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL a a Provide adequate bearing — for each lapped joist. Use 10dx3" nails at 6lab "o.c. for all joist - — _ .. a: , a . 41711=blocking panel *Non -stacking walls —Squash block 10d nails require additional consideration. — — — °O _II r (2x4 minimum) SECTION @ INT. BRG. WALL I I ==I ICI I �I I T1 I — FINI GRADE — - N.T.S. � •° Tt�_Trr— _ — __ l Bearing wall, Versa -Lam LVL or IMg Glulam BeamI—r-,_TT r rl! l—1 NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D \C T;;(see table below) DO NOT cut, notch Id or drill flanges 6„ A 1%" ROUND HOLE MAY 016" 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 1 2" 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, 18" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS ° SEE PLAN FOR °• ° , • .; . FOUNDATION INFO a ° a STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. 1 ME7 \ 1r!n-r1n A I TLIMI i 17'Kin TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION ° a d - ° a A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE . . . . °/ n° G ° a ° c ° v a ° SEE FND. PLN. SIZE & REINF. i.a r�ra/ f s a :: io ;s LCi'- ?p,r� SSION� `® 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. b! LO W F� Q o f co O M S N# N J 0 .. W N tk � W M ni v,I­ r-L LL W a M 0 0" Y LL u. a LuO ur J o�_ /zy t 0 N CO m OJ J da .0 Z ILW Z'0 a N M Z M cn O Zd V 0 _j (n W O0❑ z � o o z 'o o z J rz N - N z 0 uj ° U O—� N Ln ur g c wa v ,,, ° J E _ L V'• ¢ N Ol o w Mm¢ M `' O_z z 4 U_ d ho 0 o >N aR z® oa cu i K o U u oU O o CN d ~ <= o wz r L ro U) C: duo 7$ OY mE o o J zz ¢" os z ao RonQ- O N z Mill o _< a m m c� J / ^ m O o U CD ca co Nt co _ = N T LO oo o U-)CV = °�° � r M N o cc z N E O •— W Z ro c d U _J Q p c _J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. SN 1 12 (TYP.) VARIES 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. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD P ° TRUSS @ 24" O.C. U.N.O. T HURRICANE ANCHOR @EACH r=III-I I III TRUSS (SEE UPLIFT SCHED.) W/ I I; I�LI=III-I I L P o • II= I I=11�III=1 METAL PL. UNDER EA. TRUSS _ILIA I II �I I I MOISTURE BARRIER '=I I I I I I —I 11=1 I I I �I I III=1 -I�„ IIII1 II1L111� II 1111N111=1'' SHINGLE ROOF 8„ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES 4 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \1TN•0• W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 C NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE , L r P i+ °° Cl) _III=ITI=I P � ' 6 MIL VAPOR > I = I - - � BARRIER =11 °�° •a Illm r COMP. SOIL. I e (COMPACTED TO 95%=1 MODIFIED PROCTOR T I ff M-I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N O CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS �� rI Z —\ M rITf=TfT—I I �II � , ' ;.;'• 4 I�50 FT III � ,'•`,��. , '.; � . SEE A/S3 OR J/S6 -1 I I 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH •----' (U.N.O.) (OR %" 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 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 @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD I LL— 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ r 2-0/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° a @ 24" O.C.) 211- ° - ° 0 � ° a 31/2" MIN. a° a s ° 4 ELEV. -0'-31/2" Z a A.F.F. 0 a a ° �� 2x4 CONT. a IL ,a a - 1 ° a a00 s ° N ° GARAGE DEPTH VARIES a ° r3l'12'11(min. - ' - a (2) #5 CONT. 4 " GARAGE SLAB AT STEP rB U.N.O. r TYPICAL BEARING WALL SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" -Vr b;d-- TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. o• �fGIT{ITI 1/2"(min.)-4"00 k MIN. D SHEARWA SCALE: 3/4"=V-0" coy'54�' �\�os�c�a PCS' M _� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ,,----INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2" 6x6W1.4xW1.4 WWF OR FIBERMESH 11/2"(min.)- 4 111 111 (min•) - 4" -� I I Ip 1 ff-ME TI1= —jTF W9(2) #5 CONT. 4" U.N.O. MIN. TYPICAL BEARING WALL @STEP rCC \` SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1a M�N�10 "s 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 NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR C., LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS �, SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR c BOLTS 6" MAX FROM TYP. 2x P.T. PLATE .. c PER MFR INSTRUCTIONS w END OF 2 x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR t.. = GRADE _� 1.1 P P P z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e MONO OR STEMWALL ° T �'� -0 P' . FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] _ �D FOOTING MONO SHOWN o p ° o ap 6 MIL VAPOR BARRIER -IT C P ° I — - - I - oo Lu w I - I— I— P a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--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 c; _ WWF OR FIBERMESH �, E Ia�f FOR CLARITY ° ° z - I I I P• I �II�T�L�II �II I 1I r R 1 7/8 _I 1T=_ �1 1 �_I - r ° # REINFORCING BAR -TT N #5 LAP SPLICE °=1 I f—III=1=III III=1 I • -f� —T NOTE: *FOR BEARING WALL COMP. (COMPACTED O W/ UPLIFT ONLY MODIFIED PROCTOR ASTM T III=1 1=1 I=1 1=1 1=1 1=1 11=I 1=1 1=1 1=1 I=I 1 1=I 1=1 1=1 1=7 1 D1557) =1 I I 1=1 = = I=1 —III—III— I = I =I — —4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE —III—III—III—I I #5 REBAR w/ OPT. I- I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE KT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M T A ' a •: Cl) —III —II I -T a L—I d. I EO �IIi 1=1 1=11 II :°y: ''' • .. III I I •`:`: _ I I I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT, BEAD SEALAN Q °A..INTERIOR a . ° -31 /2 a a.. 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 e 0? c I— jr— CIO 6 MIL VAPOR 7.111 J'_,, BARRIER-� (2)- 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8„ 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 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. d SEE PLAN FOR CONNECTION INFO N -� TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r I nll j BEAM SIZE & d' CONNECTION INFO r a -I 2x4 #2 SYP P.T. FRAMING w/ M = • ° • MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -r? 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE `t SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 1601 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADE a _E FILLED SOLID (SEE PLAN FOR - __ _ 6 x 6 W1.4 x W1.4 \I SIZE AND REINFORCEMENT) C7LU = =I ° a • -111-1 =1 -11 WWF OR FIBERMESH T "' Z= 1= a w - 1-111-1 I I -I I I w 1=1 I— 111=1 1-1 I1= z ° ° BRICK PAVERS or SLAB PER 0 o - v I I= ! 60 • � a / COMMUNITY SPECS U) - - - - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0 -0 FIN. FLR. Nv I —I =1 I —III —III —III —III—III 1=_ w -� I I -I -I I -III -III 1 1 1=1 1 1 I- FOOTING I' 11 lilt hill l l� 11 l l ,l l -III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 A�prt l •r-, vP\ O•• O A�� • • AA... .••,•• "011111 t 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 Edif on. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IW- 4 00 o EEp A M U N 0 N J ft LL �♦ V ..N.. Jcc:) uI H C14 0 0. Y a j aLU0 Z o r�� �o Q}. o� O w 7 '� N (O xO J W��QjO1 c a Z ILw a N CC"),z y O U�ai Z pV ❑❑❑ � N o Z � N z � � a N M N z U o LL C/] 0 LU o U W J �- _ $ I U o uso c U)Y _0 ¢ 0 �m ti O O J w CM M J z p z Z Q U- of o14�� z �o ) N aR Z® ° < L m U)C: ¢ Is m ° z 1 J 1. aw Q W 1z rn 3 op Z g° 0- LL a w w ' z JW M �r >° CDw¢ fl c z< a � 0 3 > (Ll 0 (D m 0 0 L � ^ a 0 U m V //1 I\ 11-000 LO LO 00 o N = O o- r ci E w rn M N o f6 z O r N Z Il E 0 J .�.` Q 0 C J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI. 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 IF POINT EVERY OTHER STUD W/ (3) 10d NAILS +� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOWFv� 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 Ir 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 PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN DOOR OPENING DOOR OPENING CL ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a 4 a a Q a4 a FC8 STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - < :- w 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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 DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a d SCALE: N.T.S. 4 8 a o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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�cFA/NOO�L �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE 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 fOP a iARAG E IOOR vvvn i nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 ( ) v O/C FIELD 2x TOP PLATE u) V2-16d 2X4 PT STUDS @ 16" O.C. 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) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. �— PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48.,,SPLICE STAGGERED rM�Ni -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Yb16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 -UP COLUMN, SOLID MEMBER OR 2"x BUILT SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING a d 2X8IP.T. BOTTOM PIATE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON f SIMPSON SP4 / SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL . 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A S a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. €fiijjF tj 3 Y Ty >v V �. -10'. O�EtSSAIO �4 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 Q vE 00 O M U N v Lo N P 60)G pCo 0 '7 LL7 00 N # LL. W d di Q u) r r -0 -1, WI a M -! 2LL� a W �s0C L �ZN/ Co'IT_ S W ca Z 00 a co Z D O a N O V V y WLL ❑ ❑ ❑ z � M o z N z o� r` V) M z U o cc Qj " +� (� u, w m O N o c wLn U d r J E 'I • U' o ¢ 0 N I� o co w coo0 y ¢ Z LA_ Q E E �o 00 QN Z® v ¢�z o� F-• r9 — X U aQ 0 0cu 0 oQ O E ON l9 L¢a o ¢¢¢oz az i z c _ H U Um m� 0 oLL Z J a d QW o Cn N 3 0, z 30 �- LL a �w U w .2 az =3 �o o O w ax v $I� ° 3 Q P >� a� rn m 0 L � M CN Q C) a- U C:m L0 cc 2 CV r 00 C:)LO N = O LO TT M N o z E O d U J Q J JOB NO : 21-1074 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 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 UNSUPPORTED, MAX.AND FASTENERS. (MIN. FIRST 4 BAYS) 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 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" O/C. WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END 'X BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 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 MAX 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, f� DETAIL SCHEDULE FOR SHEATHING 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) 10d & (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 7/16" OSB SHEATHING FIRST (4) ROWS OF (2)16d OSB SHEATHING ATTACHED ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 771 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 10dx3" @ 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 10dx3" @ 4" O/C 48" O.C. INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/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" 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 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ .- X-BRACING, AND TOP f CO SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `° `� SCHEDULE FOR --ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 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 2X4 PANEL BLOCKING ( (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/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 R • ( ) 2X4O/C L CKIN2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TOENAILS EA. END NOTES: TRUSSES FROM EA. @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & 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 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "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. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I: 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL �_J 1 12 6.9 MAX. SCALE: N.T.S. 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila° `-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) 2 x 4 BLOCKING w/ (2)10d TOENAILS AT EACH END @ 24" O/C (TYP) • 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 LOCATIO (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-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I q WM 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m 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 MAX 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, f� DETAIL SCHEDULE FOR SHEATHING 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) 10d & (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 7/16" OSB SHEATHING FIRST (4) ROWS OF (2)16d OSB SHEATHING ATTACHED ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 771 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 10dx3" @ 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 10dx3" @ 4" O/C 48" O.C. INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/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" 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 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ .- X-BRACING, AND TOP f CO SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `° `� SCHEDULE FOR --ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 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 2X4 PANEL BLOCKING ( (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/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 R • ( ) 2X4O/C L CKIN2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TOENAILS EA. END NOTES: TRUSSES FROM EA. @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & 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 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "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. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I: 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL �_J 1 12 6.9 MAX. SCALE: N.T.S. 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila° `-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) 2 x 4 BLOCKING w/ (2)10d TOENAILS AT EACH END @ 24" O/C (TYP) • 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 LOCATIO (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-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I q WM 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m 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 10dx3" @ 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 10dx3" @ 4" O/C 48" O.C. INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/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" 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 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ .- X-BRACING, AND TOP f CO SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `° `� SCHEDULE FOR --ill. SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 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 2X4 PANEL BLOCKING ( (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/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 R • ( ) 2X4O/C L CKIN2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TOENAILS EA. END NOTES: TRUSSES FROM EA. @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & 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 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "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. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I: 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL �_J 1 12 6.9 MAX. SCALE: N.T.S. 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila° `-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) 2 x 4 BLOCKING w/ (2)10d TOENAILS AT EACH END @ 24" O/C (TYP) • 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 LOCATIO (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-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I q WM 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I I: 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 6a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL �_J 1 12 6.9 MAX. SCALE: N.T.S. 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila° `-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) 2 x 4 BLOCKING w/ (2)10d TOENAILS AT EACH END @ 24" O/C (TYP) • 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 LOCATIO (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-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I q WM 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 CROSS BRACING DETAIL �_J 1 12 6.9 MAX. SCALE: N.T.S. 12" ,SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I all,°. II J° `II Ilm\ 11 II° a li II° 11.° II Ila° `-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) 2 x 4 BLOCKING w/ (2)10d TOENAILS AT EACH END @ 24" O/C (TYP) • 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 LOCATIO (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-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I q WM 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -1 SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I q WM 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m 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 BOTTOM CHORD GABLE END BRACING 2) "T" 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 DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 ' Flsllila'Z g�,���' IA F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. a� n W Q'.TE O M co r— at O N N ..J //yy N O� ID J LL y 7 to O N Xk LL,' W M Nor;- U- . a .MvI arc ,n LJL LL d 0 Z t ° q� O w W inOO�Qaa a Z M N D_' z D O Z O C)) U W ❑❑❑ z N z o g U J d � N M �Q) z 0 W � U O W o LnLn c � r— U m W J E mI $ Vi ' U o • ¢ N - sm CD M z m co m J z o a a E Z® oa co V ¢z wt R� �° U az '- 01 it az NO E ao WW L C o m (3 Z o c Y o, ZF Cn a� < �w cn Z w o `% �! �< U fl_ N W U = 2r �8 G ao J= _OD o w1W >° co a d or ZQ Uri C J 0 rn ^L, N W c cc > J N 0--ft, a O C/ m .� W W Lo Z = T � r Lo o LO N= O a) LO r E M N o N z E O a 0 _j a o JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S5 '0 m '0 m FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS -ZZ7 O.C. MAX. SHINGLE ROOF INSULATIO ROOF SHEATHING - SEE SCHEDULE - (RSH] - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING /� 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU o = 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/ 10d 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 WW COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR rB R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 A S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM -METAL 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) 112" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Old x 1 112" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CM v 4"x4" INSPECTION PORT AT m a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. aw 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 TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED N !' .. • e .d .a FINISH GRADE 00 FLOOR TRUSS SEE FRAMING PLAN Cl) I I=I I( I� I _ FLOOR TRUSS _=�=I 6x6 w1.4xw1.4 - I I-1 I I—� 11=L=I I I° a' - a IBE—III—III=LI I_ - '� SEE FRAMING PLAN .. ': WEEP SCREED INSTALLED PER MANUF. —I I I —III —III III III —III —I I F q z ° WWF OR FIBERMESH � I I —III—I � I- T � I=ll 1 I I I=I I I 4 2"x4"CROSS BRACE @ 8" SIMPSON HETA20 w/ (8)10dx1 1/2" T—I I I I I (=III —I I=III=I O/C FOR THE 1 ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS .,,III —III III=III (3) # 5 REBAR ON 3" CHAIR —"'— ' STD. 90°HOOK (SEE DETAIL) END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION SEE DETAIL 2/D2 FOR MORE INFORMATION SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 LL INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) 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 zo a. d ° 41—mil ne 8'���mI 1 8" -te r 8" CHAI CLEARANCE N. INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. _ �n: M—M 15/32" OSB EXPOSU8E1 qx SHEATHING PROVIDE x BLOCKING AS REQUIRED PER f o SECTION X-X IF NOT FULL F HEIGHT SHEET- U) z G FLOO4SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI r F FF SHEATHING w 2 SOLID 2x 0 C BLOCKING @ ALL 2 C SHEATHING O EDGES (SEE OPENING SECTION X-X a U C x m w _x E F 2x STUDS LLJ BEYOND. SEE PLAN o O C0 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING c 3/4" S4s,,/2" 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 w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 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.) F.rTF \ pFNi,,R�OR 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT —� PENETRATE SURFACE MORE THAN Ye". r z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL K LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL o w w O O PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER F y a r 0 i wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a i_-oom U)F_F m LL ¢ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U) w 6 LL ~ cvw0:0 MEMBER IF GABLE END c CO u- NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN `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) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0"(R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E d I_I I I_I i l i l d, -11111IIIIIIIIIIII a °. IN me HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 0) (2) (1) (2) (1) LSTA30 4'.9' (2) (3) (2) (2) (1) LSTA30 97-16' (3) (3) (2) (3) T (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. ,k FINISH GRADE (3) # 5 REBAR ON 3" CHAIR — 4" 1 V-8" l W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 a 4`t +O NT ° P _ U i �A 0 '•. E O /tCtild�lEt�t 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. N W U) r d'E� O 8 N r 4t C 04 N m n _j LL aD N 4t LL W tH 7 in rAr�a w a - aY a aiMv � LL aLU z Z .r—M W Ow � 'm C m W 0 °� ma Z UUM LL (0 °' a a 00 a N M Z = N O OU U�Yn Z � O C1 C1 z N O �o � o � r m N zEMI U o a--+ G' U O W 9 Ln L/) E — 8 alo z I U 'o y cU' 0m, 14 o w M M ¢ o9 z < EE o ca iz os0 Y N <, U ca ¢0 w� K O 0Q 0 0 O0 N i <z W 0 Sao wW K J m0 • (D U) - Cl)mm � o r p z E ¢w z g z Cn a i 3 oa u 30 a W W O ¢ h > O zola a o 3 0 O = > (.0 cc L � C . > N Q C) U � � m U I— W � W co d' 2 N r LfF, CN = O 00 o rnL0r Li CM N E E z c N E O C U J Q p C J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S6 SCALE: iil = 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 6, 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 BOTTOM, GLUED AND 112" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED L/-,�2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" MALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP A2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL F/77/1 F77/7///71 2x12 SYPBBEARS IN WALL 2x4 BLOCKING FOR 2x12 c: 2x4 PT UNDER 2x12 cr---� 2x6 SYP ROVIDE MOISTURE PROTECTION LATTTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/"X2x4 PT NOTCHED INTO AND NAI D TO FLOOR WTIH GLUE FOR STRAP APCONS @ MAX. 32" O.C.(14) 1Od N MTS12 wlAT STRINGER CONTACT POINTS NGER\ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 -1-'TAPCONS @MAX. 32" O.C. / f I EW "A" SECTION VIEW "Bit SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER E 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ / / CTION VIEW "D" SECTION VIEW "Eli SCALE: 1" = 1'-0" 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 -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 7V SCALE: 1" = 1'-0" 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING —� H E SECTION VIEW _ SCALE: ' = V-0" -3/4 PLYWC ON DECK ` 2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN G.1y - ----\ TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW licit SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (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 JNG ?X8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOI NT _TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "Hit SCALE: 1" = V-0" •■•'•'E• • .•. - 4 � j 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. N W Q v E O O LO 00 n N_ U N N di a�p ® pip �n ao In at LU LLI a U: cNj L L a Y a Lu Z �as u v 0� �0 0-- Q.° L f0 4:5.FUNm J K O Z LLW N M Z a Of 0 p OU U-jvvi ❑00 04 Z N M z $ z a d. J E3 t� z 0 4 f6 Lu M U � 0 cn �N w g Uj J — E 8 L U =O y C U) Q N m tl ®� o w co z o z a � ,;; I_ zo OO Z>Z� aN Q O E V a� z® 0 wCU ¢ i_ rd O E 0 X o¢ p 0 OU 01 d Z N @ L ¢¢o WW (� [n C _ Q ❑ o U N m 2 F O 01 Z m 4 W o ao z V K0 �w Qo o' z 1- =3 o C.0 wa >° a za o3 E J 2 > C� O Q °' rn B m 0 ^L W � c > cc J N m O m CLo F co _ LO ■�oo O LO N = Ooo � r ui N M N o Z Z E O42) T a U Q p JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. ST -- - -- • m o i � i,i r rnir itl� - r- N s J 0 °i i Q CD N 0 CD 0 Cy- J 0 i i 0 cD c Q O i a E N E 0 x 0 c c J in tz 0 U 0 U Q 0 i 00 U J ti 0 0 O a O N 0 .o Y m 1% 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 M $" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X PLATE W/ 8d 4" 1x4 P.T. 3/16"m X 3" LONG FURRING FURRING 2 ROWS 3/16 x 3-1/2 3-1/4" LONG X 3/16" 0 FURRING TAPCONS #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM @ O.C., 2 ROWS STAGGERED T � TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16" (TYP,) ` ' 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING " O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAI L STD. 90' ` / @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x$ P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4LV NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC F� FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. °� w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` ` INTO BAND JOIST & (4) 1/4"x2 3/4" STAGGERED @ 12" O.C. 3-1 /4" DETAIL 2x DETAIL 2 1 /4" DETAIL NOTCH WEB AT THE ' +5A FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 ow SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX .:. SOLID W/GROUT 2'-0" 8" 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KTw/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT 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 I RECORD FOR - FURTHER INSTRUCTIONS. ° SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN °. .a �.• ° CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. <•'. , x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\-2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER. INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 314"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) ( ) * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REGD. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , k0T� FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. �F NGT 1 -011 5 -0" SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS • ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >.� EMBEDMENT INTO K.) /4 MAX 2 0 $ PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° a; #5 BAR iD > �� .:> BLOCK HEADER 41, LID BLKG. T TOP BTWN. ARCH S SIMPSON + + . D ° e �� CENTERED W/ � 9 b 1 X 4 FURRING BOKG & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) $d NAILS 2X4 SYP • • s EACH TRUSS s ° °► N TOP o e a KNOCKOUT / cat _ .'' CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� — ( - p• MONO FOOTING _ 'a a (3) 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) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL .°: ° STANDARD CD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 99 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/�' WOOD FOR OVER HANG FILLED CELL �L, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") I _,11 . , L- 1. • , _ • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►: t Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K HIP. DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION a@ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/$" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/$" 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" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6�-0" EPDXY MIN. 6" EMBEDMENT & On 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 Wi OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D U A REINFORCING AS FOLLOWS: SEALANT,c _ I P41 < V)PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. < =1TI—II— -1 � k — * 1 U z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o _ � � � � �— C 1- _ � � EXISTING FOOTING 2# 5x6 IN CONC. () * V N COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED A TROWEL AND RO EL - REINFORCING PANEL I � , LO FILLED CELL SMOOTH. DO NO FURROW. P _ II I C„ 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 p .' ° \ \'.A; G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: Cl) z_ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° `'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00,COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.�111�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. CN N U� J . ,,, O• s� 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. LLI 4 'v E C, th N W CV N � J 3! rJ p' u 20 LU a Lomv�2 u. LU a Y CL C6� JLL u- a LU �s! Z 00 S L (0 •�• O{ O w t6 NCO M O J Wc°U5�O�jO' ¢ a a Z Ci a Lo MZ rr to O Z Q U °" W ❑oo N MO CJ z � Q � U) a--+ CA CA 0 g N c I--- U) U i =� air c E L=u pi U 'o 05 • ti C C W M COO z S Z lL ECU0 z� w 0 0 0w� U CU a0 o @ Ro oa <_ so n¢ z � CV L wo < p ¢W, ra C U m 0 o OLL Z z N o go CL 3 LLLL a � w W U <o of o <Q ao o Zl ° 3 m 0 L � �\ Q Y N O 0 o C m U (D L co 0*) T- 2 CV LO 00 0 LO N = O E rn CM N o ca z (V E O i r c z c d U J Q = J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: MAY B 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/ TP1-2014 MFRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vvI c.- r UU lw Lrwr r r r Av v v "v 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 MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A 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) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od 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 L.SEE PLAN 3IMPSON HUC410 w/ (14) 1 FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE ZOOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA� 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) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=1'-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR SHEATHING ATTACHED PER NAILING 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 a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS — • OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES IT 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL AT TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE O T OOKER INFO.VALLEY �dONCLS SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW L (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ 2 () MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. axx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. xle °P W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS U RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS ° F L 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 Engineer's signature and seal. a� 10 4 00 8 N '* N � J N LL F y � � J 0 9rnw ai " w to Nr6 J w a QN o u- Y mLLLL: a w 3 J � O Z r m �of mNo LL O J W��pjOY 10 d a d -1a Z N M Z LL. to O Z00 U tU/l z N M 0 z z Q 13 N Q) U 0 ° U OG)w o C y U � �- - E U o • c I �Q N M sm c W co o Z E zo E8 <o0� F' C xc"> aQ pO OQ O N N z ao Q aZ �W L ~ ra C Cy ' O Z U m 0 O OLL Z W Q W 2 ago O- o� z Z go a m w U o�z =� o w �o o co < ar ° NO2 = Om B O L N > J It N Q m O o V m � 1� N W L0 N = r- U `— CM N o M N � .— O Z �0 a E o a ci J a o J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. D 1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO �A SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • :� SURFACE 0 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONTAw/l� EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2"CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END •• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB •°• • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK INFO 1/2" GYP. BOARD OR 2 SIMPSON MSTAM36 STRAPS w/ 7 10d EXTERIOR STRUCTURAL () () 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ; : ; ; SHEATHING (MIN. 7/16") "" FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN @ NAILS 3" O.C.8"o.c. JOIST SEE PLAN (2) SIMPSON MSFLOOR I -JOIST SEE PLAN PACK w/10d NAILS DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d J W WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM ___j IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD CONNECTION NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) a°o' OF CRIPPLES IF LONGER THAN 8" TYP. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A. A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 HEADER w/ (2) 12 TOENAILS SPLAN NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE SEE FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C ° AT 16 O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF �. EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. WALL 24" O.C. ) EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, ( BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"0.C• TO BE INSTALLED AT EACH END. COL. SIZE g + G INTERIOR HEADER 2 x 4 #2 SPF STUDS O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) „ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16 O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER E F TYP FSEE PLAN 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) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS a NAILS AT BASE ON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • a • ° *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B - SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR STUDS BELOW O x 1 1 H NAILS AT TOP AND BOTTOM BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.6 2 STORY COL. @ GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. 0 o o 0 0 u ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE IF (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL 24" O.C. ) °� PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE 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 () 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ �2xU 2x CRIPPLES 16" O.C. (2) @ END OF HEADER. SEE 1 PLATE W/ 12d TOENAILS. • qT 2 x�T DS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER N O FOR REQ'D JAMB 2x SILL (2) OPENING LARGER THAN 4 ft (2) 2x • 48TOP SPLICE M/N Op 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH E 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 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR I H F LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON S GREATER THAN 4 FEET OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN 3 2x #2 SPF STUDS END () () @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 wl (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH C END OOO TAPCONS J. NAILS TSTUD PACK FLOOR DEPENING DECK NAILED / ' FLOOR DECK @ 3'" O.C. BEYOND OUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2D 8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] rj_o TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S.��j SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. `��� a`��,4•�i5�iClill;���'t� �: .�SE •.� ti • ' �•� T � -7. lid a '�' FLU • QFE �/�ddd t t!! 1111t14Z���\ 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. �E 00 Q O 0 M C13W 0'00 4 r : W W a c7 v a.Y M W LL a L Win�OrjO' Y � O O ~ W m¢� Z IL N M Z a ZO W oo❑ z N (D z (no Q M z Cz QJ 0 o W c ca W_,V) O N LU o w U� — E m � Q �0 o w Mz Cl)< o J Lc E E o O o� w ZN ® O' tj H _C1 d o X o U a F O <o �U O 4 d Z Wz �, o �o m� !O 00 _ 0 U �o o o � Z w J ag < z W Cn 3 8 0 ° a � r U ?o ? CDw w =S >° a V co za 0U� > CO rn m 0 L � m i J � N ^ Q Y m O C U it _ N T L() — = O 00 CD rn LO T_ L M N o cc Z E O a U Q O JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. D 2 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/-2) q: , SEALANT 5) SEALANT FROM INSIDE EDGEOFJOINT WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME 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 "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 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 oPinstructions 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIf UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 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 V-4" PER PLAN V-0" PER PLAN 4"OR8"CMU ° (PER SEAT DEPTH) FILL WITH GROUT a SLOPED MUD BED n d VINYL SHOWER PAN SLOPE II d n SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER a. a CL a = w U U W W Q W O 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 (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. 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 b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. 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, i 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 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 2N.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 im CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' 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 RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE 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, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 orASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTENDA MINIMUM 6" RELEASE ADHESIVE ASSHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM 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 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 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 ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 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. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a 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 T�-Y I 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS�� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB i BOND BREAK WRB VSF LATH ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 a CV cfl CV O 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 v E C3 �N* FAaQ No 0,N 2C- ®N n`°0 `J U�a 0,c,-vo a z �° RyNm fL O -J WU ) a a a Lr)N M Z a lz a: to O Z O U U s ti W oo❑ z N M Z W N Q U) N M ^ t v 1 O Q) / +-J � LLr owo N Ly N Ln c� >_ C) a c U) Q N m a ®Q W M o � 141 U- l.L C1 E oZ® zo W O Zo QN (6 f- xu O ¢ Q� 00 .0 O W WW C4 o �¢❑ >r : c - O �n O m o o, Z � Q W 1 In . N a 2 z z 30 N Q ao a �k Cj o Ov ¢ o a > I;� 0 iu m c� L � M > J N ^ m O U m U CD Cn I� CU _ 2 CV r 1117) - 0 °�° L,7 N = L r "Cl- 0) 0) N o M .E :3N �; Z Z E O E FL v � Q o JOB NO : 21-1074 SCALE : AS NOTED SHEET NO. WP 'a Mounting Brattkets +1/2e x +1 /2" x PM_ T 8Kk Cross Support . (May be chit th W) Bight Stacket (16 Galuge) 1 /2a Chia, A325 C5ahr. (Typ•) 0 #14 elf -Diking 14!•�f �� f /C Urit Batton Edge es - '� HltlFifhl4fa'itr�rt: Washers Sel l.ocki% Nuts 3 its Front Cross Support jJ (May becut to W) Lett Bracket (`16 Galucte) #14 Seif-DrIlIngSccelThru Brackeu 6 Back Cross Support Into A/C Unit Bottom Side (Typicai:3 each side for hurdtane use) INSTAli.it'1'ION INFORMATION Florida Department of Business & Professional Regulation Page 1 or Building Codes and Standards 1/142021 Product Approval Application Detail Code Ennis ar )fie D& Date Pending Dee T,(.e V sign Manufactures Col t Encinear& Ucensa Validated Bs Valldalad Submitted F13C Approval Appmvad SW - Revision 2020 Drexel Metals, Inc. Jason Shumate Zachary R- Priest Locke Bowden P.E. Dal 08/092020 08201 10/1312020 Approved .Category: Roofing (502) 303-1511 PE-74021 (334) 300.1800 SubCatsill Metal Roofing ishumategdrupol om Compiancpe Method: Evaluation Report from a Flonda Registeed Archned w a Licensed Florida FS Professional Pnaer FL#i.Tb79•R8 Prodlsets QualityAssutanee Approved for Use Aporowdfor Use .Impact ,. Design Sap.# Product MotMl. Number or Name Product Description Central; Exolretlon Date In Outside HVHZ Resistant Pres.re 1 Drezel Mehl Roofing Systems DMC 100NS, DMC 15033, OMC 175S, DMC 2003. 1Z/312025 Yes No NIA. +0/-180 Cull Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/512021 F-gA Entity an gift 20 Date Pencil 2111 Mail version Manufactures Contact Enlalnees& Ucense Validated ev Validated Submitted flICApbroxel fluounwified Status AXrmrtion 2020 Smad Vent Products, Inc. Micheal Graham Hermes F. Noraro P.E. Locke Bowden P.E. 12H 62020 12/162020 12282020 Approved Category: Structural Components (877) 441-83" PE73776 (334) 300-1800 Subcategory: Products fitroduced as a Result of inrogsme t-ld, ccm New Technology Conpllanee Method: Evaluation Report from a Florida Registered Architect or s. Licensed Florida slonw Engineer .. Product Modal. Number w Name ..- _ Product Daswlo[lon quality Aastrence Central Exdr�Uon Date Approved for Use Adc-d I,-KVHZ Outside for. Us, NVNZ ImpaF Dedilar, ,...-.. )jgg(yre 1 3medVent Model #1540-510 Dual Function Flood and VenBladon Vent 121312020 Ves Yes N/A +100/-100 2 8 milVerit Model #1540.511 DU Function Flood end Ventletion Vant 121310020 Yes Yes N/A +100/-100 3 SmertVeh Model #1540-520 Insulated Flood Vent 1=I2o20 Yes Yes NIA. +100/-100 4 Shr Vern Model #1540-521 Insulated Flootl Vent 12iJ12020 Yes Yes NIA +100/-100 5 9menVent Model #1544524 76&qud; Gaspe Door Flood Vent 12/312020 Yes Yes WA N/A 6 SmertVent Mode:#1540-570 Wood Well Insulated Flood Vent 1213112020 Yes Yes N/A +100/-100 7 SmedVent Model #1540-574 14.5&qud: Garage Door Flood Vent 12/3112020 Yes Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget of 3 1,712D21 Cade Entity or Data Dale Date Pending tme igloo Version Manufacture Contact Engineer& License Validated Eli )t%Zgat!$ Submitted PRO AoproVal Approved Maim Revision 2020 Thermal Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. tying, P.E. 07/23/2020 07/12/2020 D7292020 10/13r2020 Approved Category: Exterior Doors (800) 843-7626 PE-43409 (813) 767-6555 SubCat gal Swinging Exteror Dow Assemblies slespersonQthis nestri.co Compliance Mehod' Evaluation Repon from e m Florida Registered Architect we Licensed Flonda f BR.Ra Professional Engineer : Prpei"id quatlty Assurance Aporowdiw Use Approved far Use Imoad Dal Sea # Rothrd Model. Number or Name Product Description CorWact Emlratlm Date In HVHZ 01911de HVHZ JResistant Pressure 1 e. Thermo-Tru Fiber-Classicard Smodh-Star Norninel 6&#39;8&qud;lmpact&quot; Opaque 12131OD21 No as Yes N/A Composite Edge Fiberglass Single Dow (Inewng/Outiaing, X conflguretlon) 2 b. Thermal Fiber-Clessle and Smooth -Star Nonlnal 6&:#39;8 &qud;lmpect&quw; Opaque 12/31/2021 No Yes Yes WA Conpceite Edge Fiberglass single Deal Sldellte(s) (Inswing/Outswin9; XO, OX or OXO colflgi rattans) 3 c. Therrre-Tru Fiber -Classic and Smooth -Sher Nominal 8&#39;8 &qud;lmpact&quot Opaque 1213121321 No Yes Yes N/A Composite Edge Fiberglass Double Dow wth or without 6 chilites (Inswing/Outswing: XX or OXXO conngure wit 4 d. Thermal Fiber-Classlc and SmoohSlar Nominal 8&#39;0 &quw;lmpact&quot; Opaque 12/3liMl No yes Yes N/A Composite Edge Fiberglass Single Door (Inswing/OUt-ifig; X conflgureton) 5 e, Thermal nber-Cleselc and Smooth -Star Nominal 88#39;0 &quah;lmpact&quw; Opaque 12/312021 No Yes Yes N/A Composite Edge Fiberglass single Doowth edelitil (Inswing/outswing; XO, OX or OXO _11guraticns) 6 f. Therms-Tru FWwLlessle and Smooth -Star Nernlnel sail &qud;lmpact&quot; Opaque 12/312021 No yes Yes N/A Composite Edge Fiberglass Douce Dow with w without Sidelines tlnswhnWOutswing; XX or OXXO connguraticns) 7 g. Thermal Fiber-Classlc and Smooth-Slar Nominal 6&#39,8 &qud'Impact&quo[; Glazed 12/312021 No Yes Yes N/A Cwnpasi[e Edge Fiberglass Sin gle Dow (Ina e"Woutswing; X oonnguredon) 8 In. Thilimpa u Fbar-Classle and Smooth -Star Nominal 6&#39;8 &quot;ImpacAquor Glued 12/312021 No Yes Yes N/A Compass[, Edge Fiberglass Single Deal Sideltte(s) (flan ng/Oulswlng; XO, OX or OXO conflg iretlons) 9 I. Thermal Flber-Cleselc and Smooh-Star Nwnlnal 6&4t39 8 &qud Impect&quot, Glazed 121312021 No Yes Yes N/A Composde Etlge Fiberglass Double Dow wnh or whholt Sldeiltee (InswintVOWswmg; XX or OXXO eonflguretkns) Quality Assurance Apwovedfor Use Approved for Use tens Deslon Sea M Radud oriel. Number or llama Product_ Description Contract Explrffilon Date In Fll Outside NVHZ Resistant pressure 12 I. Thanna-TN Fib ilatissic and smooth -Star Nominal 8&#39;0 &quo;Impact&quo[; Glued 12f312D21 No Yes Yes WA Composite Edge Fiberglass Double Dow with or without Sioeltes (Inswin ioutswing; XX or OXXO confi tiohs 9pre ) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I of I 1512021 January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) i I I As required b Florida Statute 553.842 and Florida Administrative Code 9B-72 lease rovide the information and approval numbers on the building components listed below if s � Y r P P Pp g p they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +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 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 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 RV10 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 NIA 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 NIA 5/25/2024 i l 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) 9 ) ) 1 .:._.-�.».,.....,,.::.,.:,,._..,,..:,,......,..,,.,,,�.�._a.....r..,a,...,«..»,M.�.z.__`:........ ........)._:..,.,...n...,r....4�->-.-_>...,....:.,,•roc...,_..arc.,..,..,,.,.,a.,-......,._;,_... ,»., r,-.n...,,,...;>..,,.r. ,.r,..N....,...->..s,.,.-..-«,,.,....,,y...,-.....:_..,w..,.,�r...:,...,_,,..,,.., _,,...,..... :.,..,..,..,,-....,..�:..,,....m..«.r,n.,<x.�:...,.�n. .,»..,,....,,e-.. .,._..,,,.,_.y,: ,.-, ,.,_�.... _a-. n, i 3 Y J r d APPLICANT SIGNATURE DATE $ i 1 1 f l ., . , _ _ _____. _ __ - - ___ 1 - 1 1 _ 1 2 I Florida Department of Business & Professional Regulation Paget of3 Building Codes and Standards im2021 Product Approval Application Detail SSYy: F.OiItY-gC giy4 1� Data Pendim J� Tv. Version MalrrfaActij comad Engineer& Ucerae Validated By Validated 3.11,1110d FBC Approval Approved 3tK es Revision 2020 Thwme-Ting Copori ion Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. Krl RE 0723/2020 07/12/2D20 07292020 10/I 3/2020 Approved y: Exterior Doors (BOO) 843-7828 PE-43409 1813) 767-8555 SubCetil l Swinging Exterior DocrAssemblles sjaspersonQthesmatnr.co Compliance Method: Evaluation Report from a ra Florida R egl4ell Architect on Licensed Florida Proesslwat En9neer gi81IN Assurace Approved for Use Approved for Use impaf J]eslpn Seo # Product Modal. Numb r. or Name Product Desc I tl Cgntrad Emlratlon Data I" &W Outside Ell Resistant Passe r 1 a. Therms-Tru Fber-Classic and smooth-Ser Nominal 68Jt39 8 &quot;lmpect&qud, Opaque 1213112021 Yes Yes Yes NIA Composite Edge Fiberglass Single Dow (Inswingl0utaw g Xconfigumtion) 2 b. Themal Fiber Classigand Smooth -,Ste, Nuninat 6&#39,8 &qud,lmpact&quo[; Opaque 12/312021 Yes Yes Yes NIA Composite Edge Fiberglass Single Dow with Sldeltil(Inswing)Outawing: XO OX or OXO configurations) 3 c. Thermal Fiber-Gassle and SmodRStar Nwninal 6&#39;8 &quetimpact&gip[; Opaque 12/J1r2021 Yes Yes Yes NIA Composts Edge Fiberglass Double Dow with or without Sldelies (InwilloOulswtig; XXor OXXO configurellma) 4 d. Thenna-Tru Fitter -Classic and Snot ter Nominal 8&#39b &quIX;llnpact&quot; Opaque 12/312021 Yes Yes Yes, N/A Composite Edge Fiberglass Single Dow onswing/Outine'l X cohflguretlon) 5 e. Themal Flour -Classic and Smooth -Star Nominal 86#39;0.&quot;lmpad&quot; Opaque 121i12021 Yes Yes Yes NIA Composite Edge Fiberglass Single cowl Sidellu(s) (Inswing/Oulswing, XO, OX or OXO cohficuril lane) 6 f. Therms -Ton Flber-Clanslc and Smooth-Ster Nwnlnal Basi 0 &quot;impactill Opaque 12f3l2021 Yes Yes Yes NIA Cwnprnb Edge Fiberglass Double Dow with or wthmt Sidelies(Inewing/Outswing; XX wOXXO configurallans) 7 g. ThermaTN Fiber-Classlc and 6modn-Star Nonni 6039:8&quoglmpact8quct; Glazed 12/312021 Yes Yes Yes NIA Composite Edge Fiberglass Single Don (lnswing/Dutse,ing; X configiratipn) 8 h. Themlo-Tru Fiber-Classlc and Smooth -Star Nominal 60M3 &gUd;Unpsat&quo:, Glazed 12/312021 Yes Yes Yes NIA s Compost¢ Edge Fiberglass Single Dow wth Sldellte(s)(Inswing/Qutswing;XO CXorOXO cwtfigumlioils) 9 i. Thermil Fiber Classic and snWdh-Stec Nommal 68#39:8 &qugt:lmpdct&quo[; Glued 12/312021 Yes Yes Yes NtA Co ntipalte Edge Fiberglass Double Dow with or without Sldelies (Inswing/Outswing; XX or OXXO -figurations) 1D J. Thermal Fitter-CIll and Snoop ties Nominal Bilsi 0 &qud;lmpso&quo[; Glazed 12/31r2021 Yes Yes Yes WA Composite Edge Fiberglass Single Dow (InswIngloutswing; x cw iguratlon) 11 k. Therprel Fitter -Classic and Smcott+Ster Nwninal 8&#39,0 &quw;impect&guot, Glazed 12M12021 Yes Yes Yes NRA Composts. Edge Fiberglass Single Dow with 9hdelite(s) (Inswmg/Outsw)gg; XO, OX w OXO confiori 12 I. Thermal Fiber-Clessle and Smooh-Star Nwninel 8&#39;0&quo;Impact&quilt; Glazed 12/312021 Yes Yes Yes N/A Composite Edge Fiberglass Double Dowwth or without Sidell (InswinpOutswing; XX or OXXO configurations) 13 m. ThermaTru. nber-Classlcand Smooth -Slur Normal 6039;&&qud1mpeet&quor Opaque 12r312021 Yes Yes Yes N/A Composite Edge Fiberglass Single Dool &quo;Non-Impact&qud; SltlNlte(s) answing/Outswing; XO, OX a OXO cwMguratichi 14 n. Th erma-Tni Fiber -Classic and SnhootnStar Nonninal 6&#39.8&qud;lmpac quo[: Opaque 12/312021 Yes Yes Yes N/A Composite Edge Fiberglass Double Dopy with &quo[ Non-Impail&qud; Sidelites (Inswing/Qutswing; oxxo connguratlm) 15 o: Thermal Flbor-Cfi to and Smooth-Ster Nominal 8&#39;0&quot;lmps quo; Opaque 120120211 Yes Yes Yes NIA Composite Edge Fiberglass Single Dow with fiquot Noalmpsd&qu t;Sidefil (ining; swing/Oulc Xo, OX or of configurutiori 16 r-Cle p, Th-s-Tm Fidesslc and Smooth -Star Nominal 8&sl&quot;impeoulch ; Opaque 12/3i202i Yes Yes Yes N/A Composite Edge Fiberglass Double Dow with &qud;Non-ImPad&qud; 31d ices (1-ing/Outswing; oxxo cormgureton) 17 q. Therma-Tru Fllaer-Clessle and Smooth-Stsr Nornlnal 68#39;8 &quot;Non-Impact&q d; Opaque 13/3li=l Yes Yes No N/A. Composite Edge Fiberglass Single Dow (Inswing/Outsiwi g xconfigiiaton) 18 r.Therms-Tru Fiber -Classic and Smooth -Star Nominal6&#396&quot;Non-Impact&Wot;Opaque 121312021 Yes Yes No NIA Cwfipostes Edge Fiberglass Single Doorwth Sideliteii Inswin Wswin -XO OX or OXO ( ) ( 910 9. configuni icil 19 s. Therms -Ton Fibil lasslc and Smooth-Ster Nominal 68#39;6 &quo;Non4mp ult&quo; Opaque 12/31/2021 Yes Yes No NIA Composts Edge Fiberglass Double Dow with or without Sideltes (InswinglOulswing; XX or Ono configurations) 20 1. Therms-Tru Fiber-Q)ael and Gmpolifi r Nominal 88#39;0 &qun;No1-Impact&old; Opaque 12/312C21 Yes Yes No NIA Composite Edge Fberglasi Single Door (m ingroetswng, X configuration) 21 u. Themil Fiber-Gassic and SmmthSter Nwenal 8&#39;0 &qud;Ncn-Impact&q id; Opaque =12021 Yes Yes No NIA Composite Edge Fiberglass Single Dow with Sldelltli (Imwing1OuI.thg: XO, OX or OXO lwfigurallms) 22 v. Therma-Tyu FIbeFClasslc and Smooth -Star Nominal 88#39;0 &quot;Ndn-Impact&qud; Opaque 1 V312021 Yes Yes No NIA Composite Edge Fiberglass Double Door wtn or without Sideiites (InswWOWswing; XX or OXXO configurations) 23 w. Thermil Fitter-Classlc and Hmaoth-Star Nwnlnal 6&#39;8 &quoiNen-Impact&qud; Glued 12012021 Yes Yes No NIA Composite Edge Fiberglass Single Dow pnewingrourswmg;. X canfiguution) 24 x. Therma-Tru Fiber-Classlc and Smocip-Ster Nominal 6&#39;8&qud;Non-Impact&old; Glued 12MI2021 Yes Yes No NIA Composite Edge Fiberglass Single Dow with 6idellta(s) (Insw)ng100tWing', x0, OX or configurations) 25 y. Thermo-Tru Fiber -Classic and Smooth -star Nornin91 Bilia 8 &quot;Non-Impect&qud; Glazed 12r312D21 Yes Yes No N/A Composite Edge Fiberglass Double Dow with or without Sideltes (Insw)ng/Outsw ri XX or OXXO coifigumilons) 26 z. Thenri Fiber-Classlc and Smooth -.Star Nominal 88#3908quo;Non-Impact&qud; Glued 12f312021 Yes Yes No NIA Conpoete Edge Fiberglass Single Dow (Inswingloutswing; XemAgumtlon) 27 2a. Thenal Fiber -Classic and Smooth -Sher Npnrinal 8&#3g,11&q.w;Non-lirQect&qud; Glazed 12f312021 Yes Yes No NIA Comp"a Edge Fiberglass Single Dowwth Sdi llte(s) (Insxhg/Outswmg: XO OX or OXO configurallrns) 28 zb. Themna-Ton Fiber -Classic and Smooth -gar Nominal 88al &qudud; ;Non4mpect&qGlazed 12/312021 Yes Yes No N/A Compost. Edge Fiberglass Double tow wth w wMp tSideglea(InswlnWOutswing;XXou OXXO cwngurallons) Florida Department of Business & Professional Regulation page I of Building Codes and Standards 1/5/2021 Product Approval Application Detail Code Entity or Data Data Date Pending Die Type Version Manufacturer Coal Engineer &I-dirlse Validated By Validated Submitted PSC Approval Approved status RavlNgn 2D20 Thera-Tni Corporation Stew Jespersm Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/132020 071122020 07/3012020 10/13/2020 Approved Category: Extol Doors (800) 843-7628 PE-43409 (813) 757fi555 subcategory: 8wir ging Exterior Dow Assemblies staspersongthennalm.w Cgmplhnca Method: Evaluation Raul from a in Florce Registered Architect or Licemd Fluid. Prgesslonel Engineer Quaky Assurance Apwoved for Use Aoorovedrw Use Impact . Do" Beg is Rodud NodeL Number or Name Product Description Contract Expiration Date In Ell Outside NVNZ Rest am Pressure 1 e. Thermo-Tru Fiber-Claedc arid Smootil Nominal 6&1R39;8&qud;Noh-Impact&qud:Opaque I21312021 No Yes No NIA Composite Edge Fiberglass Single Door (InswingolutsWIng: X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 t512021 Code Entity or Date Data Dat, Pending ,Dp1ya ]ypt Version Manufacturer Contact Endneer&License Validated By Validated Suhmttled FSC Adatdvat Approved Status ReNslon 2020 MI Windows end Doors Drant Sitlinger I is Roberto Lomas Steven M. Unch, PE 10106/2020 10/062020 10/19/2020 12/15/2020 Approved Cats9gry: Ell Doors (717) 3653300 PE-62514 (717) 3174454 Subcategory: altling Exterior Dow Assemtiles bsitlingergmled.com Compliance Method: Evaluation Report from a Florida Registered Architect are Llcemsed Florida Prdessiwpl Engineer :+. affwr n o- tk a a pia 0 quallprA ualce Apwovedfor Use Aoor-ed for Use impact Des[ - sea is Product Model. Number or Name Product Description Central Expiration Data In NVHZ OWslde NVNZ Rental inPressurni 1 SERIES 420ALUMIFIUM SGD SERIES 420 ALUMINUM SGD OXO I2/31/2024 No Yes No WA 145.3/43quo:x808,quo: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OX XO XX 12/312024 No Yes No N/A 968,qud;x80&quo;' NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM$GO REINFORCED OXO 12/312024 No Yes No NIA 1453/4&quIX x96&qud;. 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX. IMI120Z4 No Yes No N/A XO, XX 96&quoR96&qud; 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 121312024 No Yes No WA 143&gi.t:x96&gl Florida Department of Business & Professional Regulation Page 1 gr2 Building Codes and Standards 1re12o21 Product Approval Application Detail Code Entity or Date Date I l Pending Date. Code Entire or Date late Dale pendlnn rate BM Vsrslon Me"'adurer contact Enolneer8 Ucenne Validated By Validated FBCAoproynl Appve rod smut Type , VersionNanufadurer Owl Encineef& ut ens¢ Validated ev Validated 8ubniMod FBC Approval ve ro Sony. ReviNen 2D20 PGT Indus des Jena Rosowskl Mleml-DodeaCCO-CER Hamill 9CCO-VAL 1lr92020 10262020 1124=20 Approved Revlw.h 2020 .Wayne-Daion, a division of Overhead Door Dwayne Ko lsh John E. States Jegrey P. Amason, P. E, 10R2I2020 0929/1020 10232020 12MSM20 Approved Category: Exteror Doors 1941) 4B6-0100 (78S) 315-2590 Corpwallon (330) 7E3-8121 PE-51737 (904) B21-5200 Subcategory: Sliding Exterlw Dow Assemblies J__singpgtiilrlusmea.e Category: Extend Doors dkomishgwaym o-datm:c Compliance Method: Certification Mark or Listing on SUDCffiegory: Sectional F_ztwiw orAsaemblies °m compliance. Method: EvaluNion Report from a i125F i u�t33 R ucts FlorMe Raglsrered Arahgect w e Llcensetl Florida - - - Professional. Engineer a�M N N. Nu�fr of N 4^pg-g 'it 9ullfyAssurance AAporo�ed for: Use A #Vero dfor Us, Initial Design IYS.IF,�Ej' ont® SIipti77/ C6g Fi-ExcipaIIl1.Zryf[j i E Date ➢gtee In HVHZ Outside HVHZ! s ltlb� Resistant 1'�Ire 9 SG[Y5570 (Large Mlsslle loped) Nm11 Sliding Gress Door 04N42021 Yes Yes Yes N/A - gsrolty Assurance AmrovW /or Uae Approved }or Use Imoad psalm Seo # J3polul Model. NurMaror Name Product Description C. Exolydlon Date In HVHZ Ourelde HVHZ Resistant 3 800D/8100I8200 #1105 90"; Max width. 14&#39; Max height. Gluing 12/312023 No Yes Yes 131.001--35.00 available in tub wintermel section. 10 80001810018200 #1123 46&#39; Mu width, 14&939; Max height. Gluing 12/31/2023 No Y. Yes +30.00/-33.5D Wallable In top or Intermediate section. wb- tv N U (3) 0 O (jam W W =3 (u Cn 0 0 o 0 CID Li .c O 0 -�ca H -0 .= /�/� VJ Q a Z Z W J SHEET N0, PA 1.0 I Ft Florida Department of Business & Professional Regulation Page I dr Building Codes and Standards 1b12021 Product Approval Application Detail 8081111111111111111 Coe Early or Data Date Date Pending D.�o Nne version Manufacturer Contact Emanaer&License ValkededM Validated Submitted FBC Approval Approved Status Revision 2020 Curies Division of AADG, no, Tom Rap.y UL LLC Troy Bishop, P.E. 12/102020 12t012020 122IM20 Approved Category: EMena Doors (641) 494.2813 (954) 947-0880 Subcategory: Exterior Door Components torn.raday@easaablby.co Compliance Method: Camtkartion Mad or Listing 'm PLMH59jRSf roEutls " ,.- ,. _ .:. ,.�: , - ._ Quality Assurance Aporow d for Use Approved far Use Impact Design Sane Product Model. Number or Name Product DescrtoNon Contract Expiration Date Ig-HVHZ owed, HVHZ $UISIDt Pmwre 1 607, 707. 727, 747, 757. 777, and 847 Single and Pairs of Flush. Glazed, antl Louvered single and pairs of 12/312025 Yes Yes Yes NIA Doors holler metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail. Page I of 2 1rsr2ml 1.s9§ Entity or Pats Pats D3tt Pairing 212 Type vorsdon Marlurach.. Contact Engineer & License Validated Ev Validated submitted FBC Approval A r-vetl status Revision 2020 MI Windousund Daps great 9tlinger American Architectural Sloven M. Urich, PE 11222020 112=020 ll2S12020 Approved Category:Windoos (717)365-3300 Manufacturers Association (717)317-8454 Subcategory; Fixed bstlinger@miwd.com Compliance Method: C nuffnedon Mark or Listing La15349. F .. ,; ., ,.. ,, ; . .. ,'..,. Quality Assurance Ap orowd for Use Approved for Use Ptttgn .S9 Name Product Model. Number or Na Product Product DescHotlon Contract Expiation Data InHVHZOutside HVHZ $�pjesafte gpt Freebie 1 185lw 73 x 721nsuleted Glass 041032023 No Yes No +60%00 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 1/6/2021 Code; nE tlN or Data We Data Pending Oda ]jig- Version Manufacturer Contact Engineer&License Validated By IVeldated Submitted FBC Aooroval Approved Status Revision 2020 James Hardie Building products, Inc. Chad Dierckc V. Andrew Tan John Southern, P.E 01/052021 12114/.2020 01/00021 citing FBC Appn Category: Panel Wells (909) 545-8359 PE-81882 (352) 367-2525 Subcategory: Siding chad,dleroks@lamesherd Compliance Method: Evaluation Report from a ¢.vain Florida Registered Architect or a Licensed Florida 'F[AH319LR&Prodids Prd.oeimal Engineer - _ _ Quality Austral AoKowd for Use Approved fa Use IMg,;gt- - D,,A r Saari Product Noda[. Nuraber or Name Product Description contract Expiration Date In HVHZ Outside HVHZ Beeteland Pressure 1 Cemplank Lop Siding fiber -cement lap siding 12/31 M73 Yes Yes N/A N/A 2 H-r 1J.Plank Lap Siding fiber -cement lap siding 1213IM23 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page I elf Building Codes and Standards Iffimi Product Approval Application Detail Code xE rtHv orOat- Date Data Pendlne lid. IMM 1,ige Version Manufacturer Contact Enolneer&Llcose Validated By Validated Submitted FBC Approval Approved Status Revls4m 2020 L V. Thompson, no dba Thompson Architecture] Tony Christman Zachary R. Priest Steven M. Urich, PE 091172020 OM M020 09=020 112452020 Approved Metals Company (TAMCO) (813) 248-3456 PE-74021 (717) 317-8454 Category: Rooting tmy@gomatelrooting.com Subcategory: Roofing Accessories that are an Integral Part O the Roofing System Compliance Method: Evaluation Report frame Force ReD lster.d Architect or a Licensed Florida FyB949.R3Pr[Iditdt'" Professional En9 Ineer 9eo # Prodld Notla. Number or Norma -. Protlud Dascdotlon Quell Assurance Contract Expiration Ode Approved for Use Aoaoved In HVHZ Outside fa Use HVHZ Impact Resistant Pffil Pressure Pressure 1 TAMCO Flat Top Off -Ridge Vent with &Me for 711. 28 Ste. stalk rod vandletor with bell 09109202E Yes Yes N/A N/A 2 TAMCO Gooseneck Vent 26 ga. 09/092026 No Yes N/A a0A62.5 3 TAMCO 04PRldge Rod Vent with Baffle 26 Ste_ static root ventilator with Integrated beflle 09/092026 Yes Yes NM N/A 4 TAMCO Round Top Off -Rid" Vent with ReMe for Tile 28 ga. static roofven8leta wlth baffle 091092026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 15/ffi21 211k Entity or gate pats Date Pendirm gple 1104 Version Manufacturer Ennl A U-so Validated ay Validated submitted FEC Aooroval Abrapa a Status Re roan, 2020 MI Wind- and Doers Brent Siilinger American Architectural Steven M. Urich, PE 11tI72020 11/172020 11127=20 Approved category: Windows (717) 365-3300 Manufacturers Association (717) 317.3454 Subcategory: Single Hung bsillinger@iniwri-no Com lianeeMethod: Certification Mark or Liefin p D Quality Assurance Approved for Use. Approved far Use Impact Deaim seo It Product Model. Number or Name Product Description contract Emiralidn Data In HVHZ outside HVIIZ Resistant r-wm 2 185 SH 52x72 Fin/Flenge frame IG/SG Single Hung IWOM023 No Yes No .60l Laminated Giese Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 17512021 C d�Ft1 or Oat- Data Dale Pending MEN Date Type Version Manufacturer Contact Engineer&License, Validated By Valldaled submitted FBCAoaoval Approved Status PJBnnstim 2020 PGT industries Jens RosowSti MieurkNale BCCO-CER Mierni-Dade SCCO-.VAL 11/052020 111152020 11/1IM20 Approved Category: Wrdms (941) 486-0100 (786) 315-2590 Subcategory: Fried lroswteld@pgdodusmes.c Compliance Method: Cemeca6on Mork or Listing ., U243.R24 Rodlds, an . ,. San# Product Model Numberar Nam. R.otluct Daseddlon Quality Assurance Contract Emiraltgn oat. Co Agarovedfor Use Aboroved for Use outs] 'HVRZ ID1�f& _!jF monad gsal liteletagt Pr...pre 5 PW-5520 (Large Missile Impact) Vlnyi Flied Window 04IM12025 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page I d I Building Codes and Standards VO 2021 Product Approval Application Detail code Entity o r Data ante. not, Peplii er Ale woe. Vaelon Maritiec ome Contact Endlneer It License Validated By Validated Submitted FSCAppmaril Approved Status Revision 2020 Alside Nick Thompson Lyndon F. Schraldt, P.E. Ryan J. King, P.E. IMW020 10/2W2020 11/022020 121f52020 Approved Category: Panel Wells (330) 922-2389 PE-43409 (813) 757-6555 Subcategory: Ssfds athchoson@alside.com Compllemca Method: Evaluation Report mom a Flonda Registered Architect or a Licensed Florida Professional Engineer 5P72. 6 digits. ' ELBL_lli [3g - r,,"t AMA Product Model- Numberor Neme RotWct Description _ _ OuaIINAssurance Contract Expiration Date _ ApaoyedforUse AoaovedfaUse in HVHZ Oidtlds Ill Inn-i Walker Rapt Pressure 1 a &quot;3T&quot; Suits Vent or Solid Vinyl Soffit 121312021 No Yes No N/A 2 b. &qup;Ailiance T4&quot; Soffit Vent or Staid Vinyl Soffit 12/312021 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.D. I or iffir= Coda tEn ar or Dde, 299 Dde Pendlna Dal. Typee Version Manufacturer Contact Engineer& License Validated By Validated a,bratteed FBCAnoroval Approved Status Revision 2020 Flodde. Metal Products Ina Clark Jones. James L Sucker, P.E.@ Steven M. Urich, PE 09272020 0925/2020 1=42020 12tfi612020 Approved Category: Roofing (904) 783-8400 CBUCK Engineering (717) 317-8454 Subcategory: Routing Accessories that are an clak@fiamco.com PE-31242 Integral Part ofthe Roofing System Compliance Method: Evaluation Report from a Florid. Registered Architect a a Licensed Florida Professional Eng Ines PualpU-R2 rVdducfs :: ,,. ,.,", •. re,>,,,, „ .: -; ..., ., ,. r.. ^. .... e. cal IN Assurance Approved fair Us. Approved for Use Impact Deslon Sag$ Product Modal. Number or Name Product Description Contract Emlrabon Data In Outside HVHZ Resistant iar asura 3 3- FLAMCO &qupt;RV 10 Ridge Vent&qud; Aluminum Ridge Vents for pushed roofs tabnoaed 12/J12024 No Yes No N/A frorn 0.025' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 11712021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. 1 or 1 1012eci Code Entity or pare pare Data Pondina ad& Code Euthe or. 2dl gate Date Pandma gate 1S veteran Manutigill PgafiEnolnew& IJdarse Submitted ud FBC Approval. reoorowtl ISpYarelon LcensValidated By Validated FaiAcaroval Approved iiaigii Revision 2020 Global Protection Products, LLC. Tim Repined, Walter A. Tillit Jr., P.E. John W. Knozevioh, PE 09/082020 O9A82020 10/012020 12N52020 Approved Revision 2020 :Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezaviah, PE 09/082020 09/082020 10/012020 17JI512020 Approved Category; shutters (954) 689-7545 PE-44167 (954) 772-0224 Category; Shutters. (954):689-7545 PE-44167 (954) 772.0224. Subcategory: Storm Panels tlm.roanace@gppantcom Subcategory: Siam Panels tint rolenaon@gppari Compliance Method: Ewluatlm Report from . Compliance Method: Ewlu anon Report from a Ronda Registered Architect or a Licensed Roads Fiords, Registered Architect or a Licensed Florida Prdessianel Engineer P L*fW7&Re, Pficei . ' P,afae. oral Engineer L ,. ', 11 FLYHsb76.RH products ., ... - _, : ,- .: 1_ , _.- - a.o k Rod:cl ModN. NurMer or Nartre QualiNAsaurence, Rodutt Deatrldion contract Cognition Data Aboroved for Use Acerowd for Use label In HVHZ Outside HVHZ Reeslatent Design )Pheasant seo a Rotlud Model. NurMer or Noma CaalN Assurante Approved fa Us, Approved for Use product D-1,11on Contract Emlratlon Date In lM1Z Outside HVHZ Impact Raj(stwgt Dad, Proysyr, 1 20 Gage Galvanized Sleet Storm Perels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/312021 Yes Yes Yes NIA 1 20 Gage Galvanized Steel Storm Panals/HVHZ Corrugated Galvanized Steel St.. Panels retained 12/31/2021 Yes Yes Yes WA or not by tracks to provide hurricane protection, a not by (racks to prwide hurricane, protectiol. 2 24 Gage Galvanized Steel Storm PanelaMHVH2 Corrugated GaNernized Steel Storm Panels retained 121312021 No Yea Yea NIA 2 24 Gage Galvanized Steel Storm PenelaMHIVHZ Corrugated GaNenized Steal Storm Panels retained i2/312021 No Yes Yea NIA or not. by to to provide h aricsne protection. or not by tr-dco to provide hurricane notedim. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1172021 Product Approval Application Detail Code Entity or Data case, Date Pending Pal. mm version Manufacturer. CJ1Dtat1 Enalnaer811tense Validated By. Validated Submitted FBCApprowl ADorovad Status Revision 2020 MlTek Inc, Erin Warden ICC Evaluation.Servlce, LLC ICC Evaluation:Scr4llro, 10/022020 091302020 lcvii/2020 Approved Category: Smacti Components (962) SM-8635 LLC. Subcategory: True, Plates ewaldem@mii.00m (205) 599-9800 ort Port from a (lance Method Evaluation Rep Product Evaluation Entity FLtr2197-R7P-roduDts -' - - - - QuaIIlv.Assurance Abproved fa Usa Approved for Use Ilmm9t 229M Saa 7k Product Model. Number or Name Product. Description Comrad Emlrallon Date In HVHZ Outside HVHZ Resistant lonewainne f M18SHS 48ga, super high strength truss connectorplate DW302021 Yes Yes NIA N/A 2 ME 18 16 go. truss connectorplele 08/302021 Yes Yes NiA N/A 3 MT18HS 18 ga,. high strength truss connector date 06/302021 Yes Yes N/A N/A 4 MT20. 20 ga. mussconnector plate OBi3D2021 Yes Yes N/A N/A 5 MT20HS 20 go. high strengih true connector plate 0&30/2021 Yes Yes N/A N/A Florida Department of Business & Professional Regulation page I oft Building Codes and Standards 117rmi Product Approval Application Detail Pat1 Fait DdePeadlna 299 Version Manufacturer jypg Contact Enalnew&License Validated By Validated Sg[!mltt,d FBCAooroyal Approved Ali Revision 2D20 Commercial Concrete Products,lac, Robert Gillis Samuel A Greenberg John Hoy 12/16/2020 i2A62020 122S2020 ding FBC Aga, Category: Structural Components (813) 659-3707 PE-34245 (352) 588-5311 Subcategory: Products Introduced as a Result of preceetgetor@yeh.-cm, New Technology Compliance Method: Evelustim Report from a Florida Regetionid Architect or e Licensed Florida Professional Engineer F1Jt1714-RB Prhtluaf5 ,. .. , . ., ..' , , . Quality Assuranc. Approved fa Use Approved for Use Impac( Deal- 8-0 M Product Model. Number or Name Product Dexridlon Conrad Exdrdion date In HVHZ outside HVHZ R051 ant Pressure 1 Quality Precast a Commercial Concrete Products Precast and Prestressed Concrete Untals 05252024 No Yes N/A NIA Florida Department of Business& Professional Regulation page I d I Building Codes and Standards 111202i Product Approval Application Detail Code Eaft or We Dot. Dole Pending Date,. zu version Manufacturer Contact Enalneer&LJeerree Validated By Validated Submitted fBC.Aoproral ADomtiad idat11a Revision 2020 Weyerhaeuser Rob Baldwin ICC Evaluator Service, LLC Ian Lehrer, P:E. 101132020 Applied For Category: Structural Components (253) S24-647S (608) 839.3288 Subcategory: Engineered Lumber Robat.Belowin@•weyam. Co Iiance Method: EwWMIm Reportfrom a ewer com L/�62T4211 d Product Evaluation Entity Prbtllltta F 211111111AVINILlidmill - Approved Approved for Use for Use - 1m= 21i o # se Product Model. Number or Name Product Description ContractContractEmlrallonDate In HVHZ Outside HyHZ RWstint Plase iL@ 1 Mladlem LVL Laminated Veneer Lumber 03/31/2021 No Yes N/A NIA 2 Perellam PSL Parallel Strand Lumber 03/312021 No Yes NIA N/A 3 TlmberStmnd. LSL Laminated Strand Lumber 03/3r2021 No Yes NIA N/A 4 TJ Rlm Board StmoturolComposite Lumber or Oriented Strand 03/312021 No Yes NIA N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented $trend Board Rim Board 03/31/2021 No Yes NIA N/A Florida Department of Business & Professional Regulation Page I of Building Codes arid Standards 1512wl - - Product Approval Application Detail Code trim �r ante, ate Date Psndmo ,Ewe Type_ Vorslon Manuractuner contact Engineer&License Validated By Validated Submitted FEC Approval Amprorad AMM.- Affirmation 2D20 PGT industries Jens Rosowski Miami Do&BCCO-CER Miami - Dade SCCD-VAL 1V062020 1IM52020 1111I7f2020 Approved Category: Wndows (941) 486-0100 (786) 315-2590 Subcategory_ Single Hung Noacw✓akl@pgtlndu.fdl c Compies- Method:. Celtificab.. Meek or Voting. w: ,.FL 8 R Ude - 4JY �9i3�- am Sao A Product Model. Number or Name, product D-Rib n QuNINAssur Approved far Use Aoaroyed Comrad Esdralloa Date In HVHZ odtslda for Use HVHZ Imp deal Resistant Pressure 2 SH5500 (Large Koala lanced) Vinyl Single Hung W ,dow 07/302025 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page I .n Building Codes and Standards 152021 Product Approval Application Detail Cod- ErdlN or ffi: Dote Data Is."i two Tj"o. Version Manufacturer Contact Engineer a Llcase Validated By Validated Submitted FECApproval Approved $Was Revlslon 2020 MI Wildcats and Doors great Sibinger American Architecture] 6teven M, Urich PE '10A62020 10t062020 frulfl 20 Approved Category: Windows (717) 3653300 Manufacturers Association (717) 317-8454 Subcategory: H one Sider,hsdln mNdo 4r Compliance Mdhad' CW 111. hob Mark or Listing s's3df-RS "oducts :laf li_ u Quality Assurance Apadwtlfa Uae Aoaayed for Use ]."'I Deal, Ill Ronald Model- Number or Nampo Product Des rtodon Contract Expiration Dow In HVHZ Outside HVHZ Resistant Pressure 1 HIS 189 Fin and Flange Frame 73x621-Ided Glass 02/162024 No Yes No .55/.55 -.-� 0 N V) -0 M > fit, C- _F_. U N Q 0 c CU W^, -0 O 0 O L O W O O .� ccn, L O " L 1E .= �/!-59� v 0- Q Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or Irl=I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of i 1,62(121 a i 1 a omm����� Coca Entity. or Date Ewe Data Perri Oats offignallm=l i Il 1 I , i: , I IMEWMEM Cod. Entity a Date Date Date Pending DM6 1j"pe V on Manufadu o, contact Engineer & License Validated Be, Validated sw,miaed FBCAooroval Approved Status mm Verson Manufacturer contact EDalnaer& Llconse Veliddetl By Validated submitted FBC Aooroval Aborowd Status Revision 2020 MI Wind -and Doane grant Sklinger Luis R Lome., PE -Stevan M. Urich, PE 10/062021) 1O/D62020 10/192020 12/152020 Approved Affirmation 2020 POT Industries Jens Romwskl MIaM-Dade SOCO - CER Monti BCCO- VAL 11ID52020 111052020 1111112(120 Approved category: Wind- (747) 365-33DO PE-62514 (717) 317-8454 Category: Windows (941) 480-0100 (786) 3152590 Subcategory: Mullions bsilinger@mhud.com subcategory; Mullins jrosowsM@pgandustrres,c 01 compliance Method: Evaluation Report from a CompOanea.Metnot Certification Mark or Listing orb F. tlaRegisteredArchitect Lcenud lands Ion ore F ,.... ,. .. ,- .:, .., , ,. ,,-. „ : :... ', I I I I , , I dap x el r r Pr son nee Lam!_ '3L, ., , . '-,, ,- .. .. . . , ., ,. .., ;- a". ,, .; � ,,;.s; ,,, ., .. ,, ..1.,; ,� .. T:; ,,' ,1: _-. -, .... QuaIIly Assurance _ Approved for Use Amrored for Use Ion.; pact. Desl an 'P tl5R&Rdduela ,11 I I'll.. - .11 . _, , , ..,�- K u _ _ . .. n ,.., , , . •.� gea# Prgrlud Mo'dat.Number or Name ProdUaLDeserlpifon Contract EnmlratloODale rl I HVfu Ouf§ide H1IHZ Resistant Pressure OuelhvAearrenee Abab"d for Use Aooroved for Us, IJpptio,t Stadia 1 Mullions for All Doors and Windows Aluminum Mullions 05/262026 Yes Yes Yes N/A pee 8 Product Model. Ngeria or Nam. Product Description Contract Expiration Data Igjll Outside HVHZ Resistant proarretre 2 5764 Vertical Aluminum Mullion I21312024 No Yes Yes N/A Florida Department of Business& Professional Regulation Page I d2 Building Codes and Standards 11e= Product Approval Application Detail Coda tEr IN or. ,lam Dote Data Pending per. TV" venlon Manufacturer Contact entilit K&license. Validated Dv Vallddea sutimmed FBCAooroyal Ved Status Ravlston 2020 GAF Michael Slier Robert Nieminen John W. Knezev,cti: PE 092WO20 09212020 10/022020 12/152020 Approved .Category; Rooting (800) 756-3411 PE-59168 (954) 772-6224 SuliCafegory: Asphalt. Shingles mstiehlitted.cem Compliance Meaiod Evaluation Report tom . Florida Registered Architect or a Licensed Florida CjuoF'' at �$ Pro(... feral Engineer - ... ,. , ,. _.. - - - ., - -... ,.., sea# - " Product Model. Number or Nana Roduct DaWliblion , Quality Assurance Awrowd fair Use Approved Contract EatratiunData In HVHZ Outside for Use HVHZ thrombi DeN- Rjollu Dt P18iEglo 1 GAF Asphalt Roof $hIngke Fiberglass annfdced 3-tap, laminated, 5-tab and 12/162022. No Yes N/A N/A: hlprtidgo asphalt afihgles Florida Department of Business & Professional Regulation page I of I Building Codes and Standards 1(712021 Product Approval Application Detail Cod. EMM or Data Dot lute Pending Data. 1= Version Manufacturer C.4Nagi Enalnaer & Llo rase Validated Be, Validated Submitted FBC Aooroval Approved &at, Revision 2020 Lantanco Katrina Jolley James L. Buckner, P.E. Steven M. Ulrich, PE 1123121320 11232020 11292020 ding FBC Appn Category: Roofing (501)983.6153 PE-31242 (717)317-8454 Subcategory: Roofing Accessories that -are an klegey@l-anco,can Integral Pertof the Roams System Compliance Method: Evoluatlon Report from a Flodde ReglsteredArch (test or a Licensed Flodde Professional Engineer F 7 4 Btkgdihr2tt': i ,,,. „ . ,, ,.. coolie All -lie - Approvedforti Approved for Use Impact Desl'an 8 a lYod,d Model. Number or Name Redid Dasalption Contract Exalratlan Data In HVHZ 01dolde HVHi Resistant Press 1 Detk•Ah" DA-0 orTRl-Built Dock -Air DA-4 Low Prof., Polypropylene Fteatic, Root Vent 1 21102025 No Yes No ,97.ST97.5 Mechanically Attached to Plywood Deck. Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1/7/202f Product Approval Application Detail Code Ishft or Date Da", Ode Pondina Clear IYRe livalP.n tt�ldaggaffi %D1Ma4L En alnwr& License alldeled By FBC Aboroval Y Yalldalffi SYtrmtltsd ADDrBLRd SuaP Re'4sion 2920 All American Sh Oora and Glass Mike Barbieri FranK L. Bennardo, RE Troy Bishop, P.E. 1028/2020 IW152020 111152ri 12/152020. Approved Category: Sh00are (56) 712.9882 PE-0040549 (954) 947.0880 Subcategory; Storm Panels mlkebQa1lemerkenshatle Compliance Me/hotl: Ernlueiion Report frdn:e resent Flodde Regrstand[Arcnit t tie Licedsed Facade Profeesrmal Engineer -� - -. . ;r . . Ls171M9 P, - Quality Assurance Atipeni for Use Approved ra Use Immd Dealer Sea X Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 249a Galvanized Steel Slam Panels 24ga Galvanized Steel Storm Panels 121312ili Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page I on Building Codes and Standards 1/7/2021 Product Approval Application Detail code Entry or ill Date. Data .Date Pending Data ELM version Manufacturer Contact Engineer& Lk erMe Validated By. Validated ,Submitted FIBCAooroval Atrime"9 Aalga Revision 2020 CAST-CRETE USA, LLC C,.lg Porno Miami-Dede BCCO- CER Miant-Dode BCCO- VAL. I1rz012o20 l on? 020. 1127f2020: Approved Category: Structure] Components (013) 621.4641 (786) 315-2590 Subcategory: Products Introduced as a Result of c(semno@costcretaobdh Nava Technology Co llanee Method: Certification Mad Listing nap a 9 f L4N58-R13 Pr -duct, - _ - " - Quality Assurarter, Apaovedfor Use- Approved for Use impact. D"In't SW a Product Model. Number or Name Product Description Contrail Excitation Date In HVHZ outade HVHZ R"Istrunt Preaaun i High Strength Concrete Lintels 4. 6 8. and 121neh wide II tels � n 05212 2 Yes Yes 02 N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1162021 924L Ent1N or Data two Date Pending bible Type version Manufacturer compact Ends for & Logins. Validated air Validated aubmltted FBCApproval Appranaid Status Revlslm 202D TAMKC. Building Products LLC Kenl Eden Robert Nleminen John W. KnazaNch, PE 10/042020 0929/2020 10/1'22020 1211SM20 Approved Category:. Roofing (417)62"644 PE-59166 (954)772-6224 Subcategory: Undedaymenta kom_ed.n@temko.com. , Compliance Method Evaluation Report from a Flonde Registered Architect or a Licensed Florida Professional Engineer 'w '.4' �` ,. ,, ,, ;.. ,. : `., , :- -:., .FI-st de, - ND du .. . „ & ,....,,,..., , . 1. � - �. , r. ..,. . ,. .....: Quatltr Assurance .., .. .. AoaovedforUsa Apaaved 1. Use I'.. ., Impact , Desion Sea # Product Model. Numboror. Name Radud.D... nation Contract Expiration Date In HVHZ Outsid. HVHZ Resident P osr . re, r_e 1 TAMKO Roof. UndedaNnents(HVHZ) Roofundereynni fortis. In FSC HVHZ 107182021 Yes No N/A NIA )urisoiolims. 2 TAMKO Roof Urdedaymants(NON-HVHZ) Roof imaadayments for use is FBC non-HVHZ 10/182021 No Yes N/A N/A Iurladdlons. 9 Mon N �mb r. ProdLet N.__L a aNaaar Product Doeartdlon 1166o Saxony- Shake, Slate: Country Slate, Split Old English Flat Proills Denver, CO Thatch &eon p. ' Impact p 17 SexmY 600-fiets Snake &eonP. Split Shake Flat PraFls- Sockm CA 18 Saxony 600-State. Shake&amp; Split Shake Flat Profit. -Rialto. CA 19 Saxonyyy 700- Shake, Slate &amp; Spill Shake Flat Pronle - Stool CA State &amp: Silt Shake Tell, High RKitiq TA r sparditawcelchat Prroofile 28 Ville Low Profile - Katy, TX Z w J yi staff Validated submitted F$CADprovd Approved s at t it M 11111111111111111111111111111111111 W. Welker 8540180 11/032020 111022020 1111 i7020 Approved Quellly Assurance Em Contract tralo -Dee Approved fa Use Approved for Use Outside HVNZ Ion best -� a) oat act n 12/31 /1920. 12/3120 Z 0 lD.tfl41i No No Yes es Y. lit/ NN/AA NIA Q[leg4te. N/A NIA 12/J 172020 No Yes N/A N/A 12/312020 No Yes N/A N/A 12/312020 No Yes NIA NIA 12/31/2020 No Yes N/A N/A 12/312020 No Yes NIA NIA Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Detail Page I oil r/ft2o2l Code Eptlty a Dot. Di Data Pearch Date lyge Vinton Manufacturer Contact Enaln. & Cleanse Validated By Validated Submitted FBC Approval Approwd Status Revision 2020 Alp Ire Stuart Lewis ICC Evaluation Service. LLC Willem M. Renlen PE 10/312020 10222020 11t052020 11/05/2C20 roved Approved Category: Slmdpral.Comporrants (321)710:3377' (407)'881-1917 Subcategory: Truss Plates s]owis@aldnenw:com Compliance Method: Evaluation Report fr" a Product Evaluation Entity 4d... ' T- - ., . , - -. : - , . ., -... .. Qua IN Assurance A pprci fpr Use Aw-d for Use Impact Deslan $ea p Prndlcl Model. NuhMernr Neme Product Deecrtdion Comrad Emlration Data IDwh$ outside HVHZ Resistant Pp}signe 1 ITW caffidpine Higher Strength (H &amp; S) Metal Connector: Plate 12212024 Yes Yes NIA NIA 2 (TIN BCGbNpaa, Hinge Prate Metal Comleow Plate 12/312024 Yes Yes NIA NIA. 3 ITW BGG1Alpine TNIOx. Motel Connects Plate 121312024 Yes Yes NIA NIA 4 ITW BDG/Alpine Wave Metal Contractor PI91912/312024 Yes Yes NIA NIA Florida Department of Business & Professional Regulation page I of Building Codes and Standards 1er2D2l Product Approval Application Detail 6pde Entity or wl gate Data Pandora gals Mad Version Manufacturer Contact Enalne.r&Ltcaase. Validated BY Validated SdbalIGed FSCAbprovd Agprowtl stabs Revision 0 CAST•CRET USA. LC R Am 2 20 E. ,4 Craig Panda. Mlaml-Wde SCCO-CER D Milani-Detle BCCO-VAL 11202020 10272020 1127/2020 roved Approved Category: Structural Components (813): 6214641 (786)315-2590 Subcategory: Products Introduced as a Result of .Pamno@..dcrewcom Now Technology Coin (lancer Method: Cerfffication Mad or Listing p 9 wusl F r Pr dNa _Ss. Quality Assurance Approved for Use Approvad for Use Impact Pealm seo# Product Model. Number or Name product Di scridion Contract Expiration Date in HVHZ Outside HVHZ Resistant Prosevre 1 High Strength Concrete Lintels 4, 6,a. and 121nch wide lintels 05/21=22 Yes Yes N/A NIA O M CU w40 U) -t:f -1.-, _9_- (1)V ) 0 L_ CL LN -/ U 0 (m) L (M)m (1) W Q z Z Q .J Ili. SHEET NO. PA 1.1 N tq M (D U N O '0 L CL Q - Sim son Str -T 02 FBC ® p ong ie 2 0 Approved Products Updated IW012020 _ Simpson Strong Tie 2020 FBC Approved Products Updated IWOi2020 • - 1 202 FBCi roved Products Simpson Strong T e 0 App updated 12/3012020 - • Sim son Stron -Tie 2020 FBCA 70Ved Products p g pp updated 12/30/2020 CL OEa i For direct links to all SST approvals fisted below, CLICK HERE. r . For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below,. CLICK HERE, r - For direct links to all SST approvals listed below, CLICK HERE. N cid -- Foratldtional Information regarding Florida's Statewide Product.: rove) tam and Mlerm Dede County Notice a#Ac lance NOA CLICK HERE 9 g Approval Sys ty cep ( ), a Foradditlonal information metlon regarding Florida'sFloridaa Statewide Product royal tam and Miami Dade:Coun NdiceofAcde Acceptance NOA CLICK HERE. nor r g 9 Approval ^� County P ( ), s (NON. LICK HERE. ForadditionalJnfama4on regarding Flondas:Statewlde Product royal tam and Miami -Dade Coun N�IceofAece tance. OA C 9 9 Approval � tY P ( ), a CLICK HERE For additional information regarding Florida'sIondesStat Statewide Product. Approval System end Miami Dede County Notice of Acceptance N A dt l m n F e d , 9 9 ARP Ys H P ( ) _ 4- U) FL#2355-R7 FL#10446-R6 FL#10456-FR5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- ICU 9116" and heights ranging from 4-5/16" to 11". Concealed flange V Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O O � _ I Titer Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diaeterTiten stainless steel masonry screw m 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH BrickTies greater than 3-9/16'. III.- L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0 0- 0 3 APB44, AP644R, APVB66, APB66R, AP688, APB88R, APB1010: AP81 DIOR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". O U _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSi CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers M Q ipo_ ` - (U 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co O Sec # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP,3SP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers I SDIO112OBS Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16.2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- ^,W L 0_ 2 SD9112,'SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents Land T Beam -to -Column Ties 8 1 HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15/16'. (n O -2 3 SD9112SS, SD9212SS Strong -Drive SD Connector S$ Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210 APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5,25-SDS, MGU5.50-SDS, MGU5.62-SOS, MGU7.00-SDS Face -mount hangers (a '-i^-� 4 SDGF22434, SDCF22512, SDCF22614, SDCF22700, SDCF2285B, SDCF221014, - Strong -Drive Screw 8 BVLZ Brick Veneer Ledger Connector 10 _.. ._: -3- _.. H552.SDS1.5, HSS2 2 SDS3, HSS2 3 5OS3, HSS9 SDS3 Heavy Stud Shoe 18 MIU. series hangers hare. available in dthsran in from1-9116"toy.- 'Face -mount hangers i vvl ranging SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12. DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3-1116" to 13.3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SCS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SOWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LT516, L7S18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 1 MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, lit, MSTA15, MSTA18, MSTAZi, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sep # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST136, MST148, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSt2, MTS16, MTS18; MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1!8" and heights ranging from 7-1/8" to 30". 3 -3 BP318 2, BP1/2, BP1l2 3, 8P5lB 2, BPS/8 3, BP3/4, BP3/4 3, BPRTUD3 4 :Bearing Plates 24 LSSJ26LZ, LS5J2612Z, LSSJ28LZ, LSSJ28RZ, LS5J210LZ, LSSJ210R2 i Field Adjustable Jack Hanger 26 Q _ - - -1 . NCA2x10 t2,. NCA2x12 92, NCA2x8 16, NCA2x10 16, NCABx12 16 B ' Bridging 2 DGBF series hangers flange hangers available in widths ranging from 3-5/8'rto 7- Top. rig g av g rig 4 CNW3/8, CNW1/2 CNW5/8, CNW314 CNW518-1/2, CNW3/4518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW812, RCWB14 Wall Bracing 116" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHS Roof Tie -Down 30 SP1, SP2, SP4, SP6, SIPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4'to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD1O Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SSI.5, SS2,5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 T620, T827, TB30, TB36, T642, TB48, T854, T856, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 355 TWB10. TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1/4" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC; STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URS6 3/4"Uplift Rod. Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, WB126, W8126C, WB143.0 Wall: Bracing and heights ranging from 8-1/2" to 28". 36 22, Z4, Z44 Panel Stiffener Clips 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". FL#10441-R6 FL#10531•R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Sect # Product Model. Number or Name Product Description Sec # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers availablein widths ranging from 5-1/4" to 8-7/B" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBHZ37x5 5, CBH2,37x7S3, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHU) and top -flange (DUUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1.9110" to 3.9116" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, Ii HDQ8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purfin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC41.81, HHRC44, HHRC52513.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/1G" and heights ranging from IS" to 26". 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1-81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5SO-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8" to 13-1/8", 10 PA118, PAI23, PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGUg.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap-stylehold-down 10 TC24, TC26, TC28 Truss Clip HHUS7,25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA216, 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- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1.9/16" tc 7- 12 THA11.81122, THAl2.06/22, THAl2.1/22, THA1222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 6-3/8" to 28". 13 THAL422, THAR422 Skewed Truss :Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26,2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" anti heights ranging from 2-7/8" to 19-1/4",'Concealed flange - 518"and heights ranging from 9.1/8"to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having vvidth equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/18". ranging from 5-3/8" to 7-1/4". 10 HUCQI.81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25/g-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3116" to 13-1/8", SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IW012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l3O/2020 DZIr For direct links to all SST approvals listed below, CLICK HERE. r For direct links to all SST approvals listed below, CLICK HERE. � r For direct links to all SST approvals listed below, CLICK HERE. Fa direct links to all SST approvals listed below, CLICK HERE. o For additional Infarma6on regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE, For additional information regarding Floride'sStatewide Product Approval System and Miami -Dade County Notice ot Aceeptance(NOA), CLICK HERE. s or information Florida's StatewideProoud.. rove) to a Miami -Dade County F additional nfarma w regarding Flori a.. Approval System and M ty Native of Acceptance OA CLICK HERE. P INCA), 't Approval to o Far additional Information regarding Florida's Statewide Product w m and Mlemi-Dade Coup 9 9 App � County CI . cc to ce NO L CK HERE. Nike of A e n A P ( ), O 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-RS 18 S/LBVI.56, S1LBV1.81, S/LBV2.06 S/LBV2.37, S/LBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". S/LBV3.56, S/LBV3.62, S/LBV4.06, S/LBV4.12, S/LBV4 28, S/LBV4.75, S/LBV5.50 6 Strong -Soft 2 (ST82, STB2-48S, STB2-6SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20; S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60 S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4'to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP :Stud Plate Ties 'stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THG02-SDS3, THGQ3-SOS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Tlten HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4.3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 T'iten HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Tlten HD Threaded Rod Hanger for concrete - 26 PF, PIPS, PFDB, PFDSB series hangers I/8" and heights ranging from 9-1/4" to 24". Top flange hangers available in width of 1-9/16" and heights 10 THD50234RH, THD1O212RH) Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-RS 27 RR Ridge Tarter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea # Product Model. Number or Name Product Description Sea At Product Model. Number or Name Product Description FL#1.6230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3;62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4 62SDSG, OCTQM5.50-SDSG, CCCQM3 62-SDSG, CCCQM4.62-SDSG, Sea. # Product Model. Number or Name Product Description 3 H16 H16S, H16-2, H16-2S Hurricane Tie CCCQM5 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3 62G-KT, ECCLQM4.62G-KT, ECCLQM5 SOG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry $ea # Product Model. Number or Name Product Description 6 HGAM10; HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong-6oR 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA86, ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525, HGUM5.50, HGUMi HGUM7 25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete CIO 2 _. ABU44; ABU44R, ABU46, ABU46R, ABUS 5, ABUS. 6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base $ LGT2, LGT3 SDS2.5, LGT4-SDS3 GirderTisdown 4 ' .. LGUM26 2, LGUM26 3, LGUM26 4, LGUM28 2, LGUM28 3, LGUM2$ 4, LGUM210 2, Masonry Hangers 6 Titen _ 4 - -CS6 7rt HD (THD H SS, THD H6SS, THD CS SS) -D Screw Anchor ravailablei .3 4 Titan HD Heavy -Duty Sc An h for concrete n 30 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MEfA24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56f725, MBHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, ACOR, ACE6 Post Cap 11 MSTAM24, MSTAMi MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56118, MSHA5.50/7.25, 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-214, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111.25, MBHA5.50/11.88: MBHA5.50/14, MBHA5.50/16, }J 6 C1344, CB46, CB48, CB66, CB68 Embedded Column Base MBHA5.50/18 O ` W^ 7 CBSQ44SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11.25, MSHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-1 ` 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-'U4"tog-1/2"and FL#11496-R5 MBHU3.56/18, MBHU5.50/9.25, MBHU5.50/1125, MBHU5.50/11.88, MBHU5:50/14, �J W2 ranging from 3-5/8" to 7-1/2" MBHU5.50116, MBHU5.50118 Sea # Product Model. Number or Name Product Description i 9 CCQ-SDS2,5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and Sea # Product Model. Number or Name Product Description 1 X3481016.5K, X1SIO16, X1 B1016-4K XQIS1016, XQ1 B10164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 ' /) (J W2 ranging from 3.5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RS 2 XLQ1I4T1224, XLQ114BI224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPS44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head ICU 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ114BI224-2K 412-24 Strong -Drive )(M Medium -Head Metal Self -Drilling, 13 13 LCB44, LCB65 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, 5DW22458, SDW22500,-SDW22600, SDW22638, Strong-Drive,SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVW12634 4 XQ114SI224, XQ11461224-2:5K X114S1224, XQ11251224, XQ11261224-2K #12 24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L� 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH193OODB, SDWH19400DB, SDWHI960ODB, SDWH198OODB; SDWHI91000DS Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27600G, SDWH2780DG, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point /1 18 19 PBV6, PBV10 PC44-16, PC46-16. PC48-16. PC64.16, PC66-16, EPC44-16, EPC48-16, EPC48-16, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB5/8x24, SB7/8x24, SB1x30 Product Description SIB Anchor Bolts 5 6 SDWS16212, SOWS16300, SDWS16312, SDW'S16400 SDWS19800, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC64-16, EPC66-16 2 SSTBI6, SSTB20, SSTB24, SSTB28, SSTB34, SST836, SST816L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS22400DB, SDWS22500DB, SDWS22600D6, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade:) 4- `J EPC8RZ SDWS221000DB Sec # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS223120BB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCS43.5, DSSCB46, DSSCB48 DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FC643.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS271 OOOSS, SDWS2712005S 3 FPHSD34S1016, FPHS034131016, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- O Sea # Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3461214-5K Drilling, Tapping Screws �- FL#10866-R5 1 2 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18 CS20, GS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Coiled Straps Straps 97 mil (12 ga) 11 STN22 Outdoor Accents Hex -Head Washer 4 5 11 LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SS08.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Framing Connector Steel Stud Connectors L Sea # Product Model. Number or Name Product Description MSTI48, MST160, MST172, S/MST27 S/MST37, SIMST48 MSSC4.25KW, MSSCB 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCI SS Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36; LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21 MSTA24 Straps 43 mil (18:9a) 7 SCB43.5, SCB45.5, SCB4T5, SCB49 5, SCB411.5, MSC8455, MSCB47-5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, Gli GH410-6, GH410-8, GH66-6, GH66-8, GH58-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Connector /vim, V 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector i AS 18, AS 18S5, AS I BS6 18 ga. Truss Plates 9 SCW3.25, SCWS.5 Head -of -Wall Slide -Clip Connector 4 GL85A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10' SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors /'V� W 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA3Q MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Steps 68 mil (14 ga) Screws L11 8 UFPIO-SDS3 Universal Foundation Plate 11 Mi MTS16, MTS18, MTS20, Mi MTS24C, MTS30C Medium Twist Straps 13 XQIS1016,XQ1B1O16-4K,XQ1S1214,XQ1B1214-3.5K,XQ78S1224,XQ78BI224-3K, #10-16,#12-14, and #12-24Strong-Dr'rveXMetal SellDrilling, M 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S/81.81, S/132.06, S/B2.37, S/B2.56, S92.68, S1B3.12, S/83.56, SB3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQ1I4B1224-2.5K X0112S1224, XQ1 12B1 224-2K, X34BI016-5K, Tapping Screws Q S/84.12, S/B4.28, S/134.75, S/B5.5C XIS1016, X1 B1016-4K, X1S1214, X1 B1214-35K Z 13 S/BA2,1218, S/BA2.12/10, SBA2.12/12, SIBA2.12/14, S/BA4.18/8, S/BA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description S1BA4.18112, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S(HIA Hurricane Tie 2 GAC, GDP GOPM-50GDPM-75 GDPM-100, GDP$, GW-50, GW-75, GW-tOQ GTH Gas -actuated fasteners and assemblies Q 15 SIHD8S, S/HD8B, S/HD1OS, S/HD1OB, S/HD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SiHDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWLWG, PSVL3, PSVL3-K PCLOPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G' Adhesive Anchor for concrete a SHEET NO. PA 1.2