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HomeMy WebLinkAbout39822 Harmon Grove CtABBREVIATIONS 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 Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 Insul. 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V. P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam OW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Fred. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf We 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 WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-19-20 5.0 FBC 2020 CODE UPDATE IALL W0Rk ,W, ;. r ��• r,•.-; ^P�'✓ajLIN(� - - - I NATir tnl ' I AND Tel'. ORDINA P--� - 2021 CIT`' ,.�. f� PLAIN ImENN/�Ram 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 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 titieb►ock 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. ,,�;ailltdld!!>a�d W iA 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 Eco C op at u`, W M a 7 O - r�iv a Y W t9 0 LL LL a 5 dam[ Z _�� tm°W t% W�Oj0, �QNNfO mLL OJ a Z ILa Go N M Z (r N O _j V Z cai p U) DDD W U' V z z z p 0- N V I �Q) Ur 10 fp N LL w W U —� O t/1 i.,., `SD C d '® U_ *1 = 1 U • Qom s o w J LL 6 zo �O Q LE o E U W z 20 oa oo oz Z o E N 0 <z o ¢� _o rp N C v oq Nm mo o Zz Z co < ° <W 2z u W CL T 0 ¢ U a �w �k U � LL w =I� O co � Boa z< or U3 Lo >Lo L. ci C W M c� .> Ln U 0) E N �' T f0 o) T� = N r T .i. LO CN 000 1"— E M Z Z E O c a. U Q p c JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. CS 0 A O S3 35-SH I ILU a a. Cn \\ c,4W zN 04W b `\ 30'-0" 0410, in " CAFE 4-° FAMILY ROOM VAULT. CLG. \ VAULT. CLG. CARPET PATIO T' ci \ \ fh T �? I a I I 2:1 LINGPE4 1 1 I I' I � 9'-0" T-8" 2'-8" 4'-3" 6 V-10" T-7" I 6-0" 1'-5 " i G DRER VENT S3 TH RU ROOF #2 SYP STUDS S W/USP G = HTT4@ BASE S3 Ov? v to N OWNER'S SUITE 8'-0" FLAT CLG. CARPET v TYP @ 1 STORY I ' S3 co I go = w OLO N UJ 12'18" tl• I. M CARPET H.B. \ N 2668 4-SH Ia w 101= 1 SHOWER FIBERGLASS 1 D•24 W. 1M 19 TI 9 30 bL ___ 4068 B.F. 1 V-4" N BEDROOM 250 8'-0" FLAT CLG. CARPET 11111C11111111C)� lO H.B. FIBERGLASS SURROUND Q °icc cc CN HAL 9'-4" FLAT CLG. CARPET c� II 4-SH II to N -4 2'" II N EGRESS 25-SH (D ENTRY 8'-0" FLAT CLG. HANSON BOX @ 36" A.F.F. AT EDGE OF SLAB 2" En BEYOND WALL K 2-CAR GAR GE 33 V 8'-0" FLAT CLG. S3 2668 I 06 8'-0" iv c I `r4 'BEDROOM V-0" FLAT CLG. CARPET a) I j W (3) #5'S E.W. I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I ~ I 17 I I I I I I L---- i------- R&SI-- G_T_ MMMI 40681 B.F. V-83" 1 EDROO. 4 8'-0" FLAT CL CARPET I 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. A Cn o WM HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1 /2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1 /2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for 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 184X25i S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18 X62J S.H. 16 20X72 18}X71J S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 271 X 501 26 x 50 S.H. 1 H5 271 X 63 26 X 62 112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1 /2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 } X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 } X 71 J 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 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (-A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 SEE SN SHEET O1 SEE SN SHEET 6O 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. @ 8'4- A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 FLOOR PLAN ELEV-Al INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRA" FACED EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1, SCALE: J4 "=1 �-O�� GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED ,,►111111R�rrrfr ELO�-•�� 3 S 10 S� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings campy with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E ' = N c 8 'N' it LL 0 W to r- r- ur a adj 04 v LL0. Y �tJiLL a w z 6 _ W �20, CO.d W Z a Co N Z° Co o ZN O U U to W 0 z C4 M J tN N z .9 ■ (Dru - LL +i U W � 0�,, r- r ai N `ram C=) A y w z M � o w� ZO U ro wo 0 ° W ° 0� °< °�zi Z N Sao �0 rp N C O _� Z b 3 3 g 3 W 0 N O co = i= ° c O 0 = Lin ci W M c� L✓n it U O) � T _ Q c U ' o O 0 0° C7 CO 0 CN M 0)�- 2 LoLo r T- E M Z Z E O v, ai ` FL U Q p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 1 Cv^, KITCHEN ISLAND VARIES w MEDICINE CABINET HOOD LU L� � 00 RANGE VARIES, 2" LESS THAN CABINETS BELOW ILL LL Oa OQ O CV > M cN M cM KITCHEN Mill FA 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER CV FIN. FLR. 1 0 0 (V 0 N OPT. REF. KITCHEN MIRROR NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS OWNER'S BATH SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. Ix TOWEL BAR n a ON BATHROOM WALL t'- SHWR. a . VALVES w o 00 = CO SOAP i� ( 00 o DISH U Ln O O - ;�. C �o t co M O TUB 960 BATH 2 INTERIOR ELEVATIONS scue. vz•=r-o" 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - 0 COUNTER TOP —, 30 H BASE 0 00 0 2x r a U 00 FRAMING t T 1 /2" GYP BOARD - FIN. FLR. _ 16" FOR LINEN 12" FOR PANTRY 1'-2" CABINETS - co t CV N CN FIN. FLR. - Al BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 s a r� �✓ (r��) ! W FLOC .� ��i��RO F ON E S S 1 ''11111tnnt�t����e 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. F c E n O co C J lL d tm U ao °Ji Yc " 9 a N C, LL d Q y �LLU- a 0 z_=a 0 W 7 N N �p .0 J ��pjO. a Z LL0 d a N Go C)Z a.y0 Z p V 6 Vvi W ❑ ❑ 0� z N z Z n J d Ii7 N - N th ,z,nn � V 1 IV •0 N LL W � pW W g �cA� U d c zL c Y � w M za o 8 �o o- _® E: (> F (6 > �O o aY U 7 z I O N � az az woo WZ xw C �o o8 m� F zF Oz z _ C � I xc� mo • > z N Q o a0 W a LL �w 0 Mj 5 O~ o 3 0 O 2 = Locc DC L c� > LO U _O Q U `2 O 0) L.() ONO T T M d Z E 4 N m Z m c c a E U r ¢ p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 2 I "F=F=l -------------- 12 5� F4 12 5� F5 12 06 Fil I E 7�M7 1"x10" SMOOTH TEXTURED BAND MW! FAM, FRONT ELEVATION - Al 16'-0" RIDGE VENT - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3�-O�� TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) SCALE: 1/4"=1'-0" T-0 RIDGE VENT TEXTURED FINISH 12 �5 T.O.P. T.O.M. _ HDR HGT _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ 1-8 —r " _ 25SH25SH --------------------------------------------------------------------- ------------------------------------------------ -- LEFT ELEVATION -A1 1 /4"=1'-0" AC-4 III 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. . \\�;" < �• �, L -bY t i7` G o cG FLfl R OFESStON ,\0x���� 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. r` E $ tO 0 FA C J LL 0 # LL W 61 a 7u7C cocrro.2 LL a a aS M X LL LL d 0o 0 `°�y to __ L n1 O P W rR�mO� NLI6nZ a M Z — O = N OU V � CD W ❑ ❑ ❑ 0 z N z � z J to - N t0 z �-J 8 fC3 N w A Tom• V O W S ,U„ � z c Q a, 'aa o W J Eon E 2 O > N (6 H (0 R oa oU Z N E i aF ¢. wo oZd ww W� t6 O zZ Z C N '� >><W US �+ W 0 aO Zi �U 3 o = �U-) L � 1= .� LO U CA Cl) T Q C o 0 CL � m o � s— '� cco ch .T� = N T Lo f i Lo 0000 r r� M o m Z 0 T E o rri ca Z c a U � '0 p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 3.1 r lff 110'1---1-1----------- HEEL ----- 12 12 5� �5 - T.O.M. -------------------------- HDRHGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENT►CIOUS ' FINISH ON C.M.U. ao E0 (TYP.) CD -------------- 25SH25SH ------- -------------------------------- ---- REAR ELEVATION - Al iV T.O.M. — — — — — — — — — — — — — — — — — — — — — — — 2'-0" HDR HGT. — —----------------------------- —--------- ---------------------- fi 8' TEXTURED o CEMENTICIOUS 50 50 FINISH ON C.M.U. cp (TYP.) --------------------------------------- — -- 1'-011 TEXTURED 31-011 CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH F.FL. — — — — It — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION - Al General Notes ROOF CRITERIA: 0 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. =� vnm 6 \\cO�� E•S S 10 �11j11111'tl1 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w) co N N J 0 2J(A LL Q. �J � LL a Y a �LLLL wa W 0�-�o Z_y :-0 mo �o9 00 J o ILW rR�OjO' d a = N �Z ENO Z O U v_' W 0 S `1�2 z N z� z J a E3 — N V) Z v w W 4 N U p O W 8 N c y �lN (13 U ■® U _ • N o W M � o E wo ti� o° R z• Q O ca V ? �O �U oa wx Do Z O E N & p ¢O a ¢z rp C m g o iLL ZN J � c� N aw, p Z z ao W cL a� �W o r �'o 5o 3 O > Lo L..L L c� LO U O) Cl) o >p m 0 p04 � i LO 00 T T �6 M N o Z O E L aj o c a. 0 _J Q o _J JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 3.2 2" VARIES 1'-10" 12' CAP = CAP 1„ 2" "NOTE: N s i14 FOAM TO BE USED _ 1" RADIUS ONLY WHEN ^ 1/2" RADIUS `�ato REQUIRED BY = 31/2" RADIUS COMMUNITY^N 3/4" RADIUS N 00 ZD SPECS. IF NOT, N rHa `t DETAIL TO BE 1" 2" OPENING VARIES 2" �2" n BUILT W/ STUCCO. �'f 1 1 1/2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF C•`aa �,N 1'-O" 1' OPENING VARIES V-4" = T 0 22"' VARIES z 1-4„ M 12 VARIES i°I '=-IN 1 1/2" RADIUS 4" 41" 2" j34 4" 1" - 2 1/2" RADIUS - n 4 CVO M� Co IN r%Ha op' e <o Ala VARIES 1Z" 34" 11„ 3Zn = N .- 4IN 3" z" 2" 1" 1" 1„ BASE BASE Cola "V-8" / • \\�;;SRO 0� o *NOTE: VARIES 8" 2" o FOAM TO BE USED io V-15" tDEs o •• F L 0 •�? 3„ ONLY WHEN _ REQUIRED BY �*SS1 COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 1" 1'-4- DETAIL TO BE BUILT W/ STUCCO. � EDGE OF OPENING ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings 0 Florida lding v 4" 10.. N Residential 7th (Edition. Engy with the ineer's signature Ind dal is only for the structural engineering portions of the drawing pages bearing 10" 6" Engineer's signature and seal. 2a"oo N W = a N N r71 LL ar Y p P? �� LL � sR w O) ba ^� NCN+4v� LL r1 Y x �` nr rya a M U_ LL a w LU 4 6n _eA m0 bp .J fn L24 ' 3" W W W co , CA Q Q Q 4 N M Z N O N 2 ry Z co N D _� a z OU U_j (n i 1-1/2" THICK " � CT fA� z N (op e'liy Z pp N 2'�n _n 51„ cx 4" c 2 V-5" 2 �----# N f„ V-4„ T' I I _ N z =N 5a N �° r v rn LO � iii �7 � c w I Ll y 4 .j o 1n VARIES VARIES O c g ZA E3 N N I (� U u3 W M 22n �� ' ~ m 8 �' '° E VARIES VARIES c 0 x = a 8, S� T r 4" 8" 32 Qg' • z 3 1" o r--------- Otw 6" 4" t4- F11 b KEYSTONE F11 00 U- a i�l iv ��' ^� OPTIONAL a E g o r 43ti a E o8 <= W t O = 1 N CV$ oo fD j Co 1� 1 n — a j R6•- 2 CL 44 CD R¢ f^ n 3 Ocli (O a z w 2 v �� GARAGE DR. OPENING 4" 3" 4)F4'l" WINDOW OPENING 4" �" °= M mo 1=-# 4 Cn c o 2 NOTE: Cn w • INSTALL OVER STONE, TYP. a o VARIES n. w� W x • FIN. TO HAVE TRADITIONAL T 3 ° a °z c LOOK & SMOOTH FINISH W v G ' IN • d mo- • FOAM/ EPS MATERIAL IS � y a EE z co ~a o� a NOTE: v Z ` 0 3 •FIN. TO HAVE TRADITIONAL LOOK & E SMOOTH FINISH .4. 1'' 4" 14 12 E 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5q" 1'-12' 5t' j Lo 1 n 4n 3 _Dn 4„ �----� /11 0 0 101. 1-4n 10n L0T _ U 0) io co c co `v J iV e Q C cYi O c 0 1" = 04 L..L m I� r` 1n o W 0 ECN T /� O Oi iv N p� ,5; T Lo ONO 0 T TI N ,C lYi O O _ %ri Z a c� ih Z E O c E v d c � o 1" R701, 1 " JOB NO : 20-8084 1 SCALE : AS NOTED SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH rR — __j_ � TilL`� ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER �5 200 amp 150 amp #14 copper to Ilghts & outlets #12 copper to 20 amp chts #10.2 copper to WH #10-3 copper to Dryer or 4/0 SER AIu UNDERGROUND POWER CO. FEEDINTERSYSTEM Iscnact 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. 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 DUPLEX OUTLET ABOVE COUNTER FE�W.P. WEATHERPROOF DUPLEX OUTLET Fl=tG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLIrIlh �Op SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH jR 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 r ` 'IOl EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) } !g PUSH BUTTON SWITCH (OPTIONAL) I9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) H.B. vr-riIr T MC I r—M LUAd/A 1 IUIN TELEPHONE (OPTIONAL) WITH BUILDER �-� USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL j11 � 2t1 I v'_ PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. -8 W) LQo d F LL Q 0C'or—rV co a LL ui - a yrNiv LL� a.Y III 0 Z tm°' 0 g? So 0O CD ILZ � N N th Z a. 'n 0 d' rn O Z OU U y W ❑ ❑ ❑ 0 z z Q G13 z �13 r13 LU V —� O t!f �0 c �, U) w _= 8 U • Q C11 M s�o �s M w Z _7 0 � o E o° Z® Ia N XO U nr <o 0O OQ gZ M ido �o CO CY - N m0 oLL Z N J b 20 a 3 > S LL 13 g° s N_'Z Wa Z� O yz 5 app CID 4 °dam a I o� 3 > LO ui W c� 3 _ 0 Lan U � � r _ Q = Y O O o � W E N cc p a± a. = N T T04 LO T T i 0) 0040 � T y E V� t cy Ci Z Z c E O Ev d °3 c c m a U _j q p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 4 P RI ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rulepp 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: 14'=1 r-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 comice 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) �,,,.,},t911it1f 11te r �.i FAO • J�\ •�' FLO `A����r'tA�QF�SSIO�• { �i.°�rrrfrllltttdde�� � � To the best of the Engineers knovdedge, 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 &n r- (A Q 2 u LLLU di Qy rn n P LL ul a _ m R a Y 0 _j LL d W S O _. L O0 O =r 2c, d a 3 LLW Z OD ak N M Z N O p V v (0 W ❑ ❑ ❑ U �p z_ z z Fil 1 93 d N 13 N (1) T4-J - N z U' S (� U C_j'j w W 0 w s � f6 C y F— U E _®r— Q • C-4 CD tOp M p w �Jy z 3 O OLL g ¢ ZO Q E O CIL ¢ V OV Ozd Z O N t °d= o Sao ww ¢2 n7 C �gz NO ms F O YZ Z�= U5 J <b 0Wo iZ U W d V o a u w � G o =1. i 00 3 O ;.o LL L c� > In U � _ Q C U � 'o r O � m o � t— coo .� = N T LO LC) 4 0 T T z r M y d z c E 40 ci a v _j Q o 3 JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 5 -■ L !:l _ _ � _ I 11 1. 1 _, _ 'I I __ 1 I 1 c c d 7'-1$" 5,_2j„ K&Iil 5'-2" A S3 5'-1" TYP 2'-6" x 2'-6" x 1'-0" L W/ (3) #5'S E.W. H.B. S3 ■ ■ ■.. _■ ■ ■ . Q r INDICATES FILLED CELL w/ 3000 PROVIDE Yz x 9" N ` PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPE ro TO BE 4' Q ) in is ;n STEPS AS TOP OF CONC./ PAVER I :t REQUIRED PER FIELD ABOVE SLAB TYP @ ALL ; I 0'0" I PLACES SHOWN HOOKED FTG. - is BELOW FIN. FLR.It I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" CONDITIONS ( DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C r TYP I PROVIDE 1 Y2" RECESS I FOR SGD. REFER TO I HVAC CHASE I ; AHU o L S3 I MASON'S SLOPE FOR ( WIDTH r BASED ON 2'-6" x 2'-6" x 1'-0" LOCATION i I W.H. W/ (3) #5'S E.W. ' 'v i L I I I I i 1L _ I (2) #5 REBAR �31/2" I 32'-84" `<'_ 4--81" �' ' VERTICALS w/ in FILLED CELL L_ I 37--52" 21'-24" 5,-4„ S-8" I T-8" 2' 1,' -3 1/2" SLR 40 4'-0" PI G ; ; OPT. D in S3 CJ I CJ I r— CJfi— CJ & Q N" I--EDGEOFSLA82" •I•-•-••••-•• ----------- —T_ ■ : rF l I CHASE TO : BEYOND WALL I J . KITCHEN ISLANDII I o o I ISLAND 2'-6"x2'-6"x1'-0" LOW WALLS I 100 I j :ll j l ,I I• s3 W/3-#5 E.W. L—D.W� — CJ — — — --'SINK I G w/ DISP ih N I S3 I I 2 -6 I I S3 O I 0 o I r 23'-11" 2'-10" 4'14" � ( I: lII I I I I I I;: I (2) #5 REBAR I A S3 � ° K FILLED CELL VERTICALS w/ in ] } I' S3 I I - ii I CJ CJ CJ I } 00 I 60 � •- �. %ram, 1 :: I ........ I:' I CV) ;0 T-2" IG') ........ I CJ CJ j CJ CJ CJ _ , I,% J �G) 3-1/2" MIN 2500 PSI CONC I 11 SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER I O� ....... i I , .. • ... I• .. , : I `� I (3000 PSI CONC. SLAB FOR I ^ I i L-------F----- ---- i"----I-- HERNANDO COUNTY ONLY) I ; 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E. W. I in — — ?-----------��---- ---j I H.B. A 7'-2" _ 5'-2" 6'-0" 6'-0" 3'-0' FOUNDATION PLAN MONO - ELEV-Al 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 7. LLI rn CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .:• •ram,; , "•. #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 comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" S �V .: Vv rLFj CD U J a� M � '•. O 44 51.0` To the Crest 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. co cSE n to �i C)Re pp y dCt>1JLL `_. a0 N # LL W Q LLLL a Z O rn t� 0o W�Nm 0:0 Qa d Z UM Go a N MZ tYN O Z W OUv�N ❑❑❑ i.D z N � z � J d ,P1 iV Vi f6 w W 0 tA "I smug LU W rz Od- M o M o W Z U- E E =o W'- .° >� aIv �• Q E: V H C1 ��NEz Wa o ° zt,o yNi ow �a o rr m f fp (/3 C O oLL N J N8 a • QW �i W 2 3 U 3 wLL �o LL $z �z Low �� mo o' o � zId ° 3 0 U-) ui W � c� ' O LO �1 Q C > O pp O M O 07 .T� = N 04 r i Lo 00 T m m Z C E O42) M Z c a U Q p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 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 La r. HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -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 Allr ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: , SHINGLE: %6" EXP. 1 (2%6) or 1732" EXP. 1 (32/16) ! II TILE: 15/32" EXP.1 (12/16) r j NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t Y32', 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 f ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 5/8" ANCH. / 26)10dx1-112" 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 3-112" Q HUS28 1760/4095 *" 1720/3125 " 30 - 16d x 31/2" 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) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/( ) 16D SINKERS & (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (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 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 - 10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. F (A) OR 2 PLY :ARRIER CONT LEDFQ GER a SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV-Al SCALE: Y4"=1'-0" �,,� �t;tl4EPrltOed��r`i EEO WN .w 10 f{°�fjr,4 0 F E S S 10,61 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing Pages bearing Engineers signature and seal. W C) E oo g $ cn. Loa N 6 C R 4 LL m Q6 rN O u- a - ro er : y 0 �Xn �U..LL a W 5 O Z Lfa� 0 Acp J C O _ IL a LO MZ ItNO N a Z a U J y O U W ❑❑❑ U' z J d W . — u- j p OLu Lu Q N u M M N � z ZwZ � E ul_ �o Q s z® Q O rO o E uiz X V zo oa UU °� z N � c� wo ado WZ a� m� " Mo N C _ C =g iz >Z z N J a��° �z U az NG W 3 �o o a� >Lo L. N W c� 1` "— 0 N � O Q ° O 0 m C7 0 LO 2 LC)04 oo T r Z3 L' T M y o Z E 10 E c? eo c 0 U cc Q a � JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 7 It GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS IW WA 0 WA - • • • • OV • • �• 13 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID `- U O /5 BAR CONT. 8F12-1 B/1T 0 "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T a tNOMINAL tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS . c p casflinteis = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. A 0 #5RRECIQ'DAT ALTERNATE POWERS M IN. (1) L AR STEEL LINTEL a e ° .M.U. #5 REBAR AT TOP ♦° A MIN. (1) RECI'D ° d 1-1/2" CLEAR e ° GROUT > 1�1 *1� , n J 0 ¢ H Q !1 4 H C.M.U. 5 REBAR AT = T y w - a • BOTTOM OF Z w OF y- LINTEL CAVITY r U `\ Q Q -BOTTOM [r U O • REINFORCING PROVIDED IN LINTEL ¢� ¢ (9'o ^. Z - in ¢ •' 0 5 0 D /� D Q 5 REBAR AT B( J8"ACTUAL MINAL WIDTH 0 ¢ a AS INDICATED (VARIES) (0 o o 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 cementitfuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION i 5-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL (E) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: 14"=1'-0" • c1- r/ G) i FLOC\ A '••...•.••"�•, V ,��0 S 10 f To the best of the Engineers knowledge, information and belief, the stru tural plans and specfications wkhin contained 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. g o N u- N 6 c LL Q 1; 2 S * LL W O LL 0. YYn � LL LL a W 5 Z. L to vq� O ion 0 S k�r cp Gr O _J m CP Z uo F, 0 _J LL k� � N ZN OU W o00 U `.? V Z N Z Z J d Z � U IL � t• V LLJ - OU g� W N � C w N oil W Z �CZ) r, o r. o€z Z• o F- ,6 wz x g a 0 o Z 0 E i yyU S Z �d o .�_. C: - _ �gw �x m f F p >z Z�� � J pia irk g N { ¢w g ZZ io W a A `� U KS �� �w S� �- MJa 0_ I 0- 03 0 0O = Lo DC L d c� 0 LO 0)D Q ( Y > CL m C '0 E N 'It r 2 0).� v N t 4 LO r T U-) C0,04 o) T m Z i'7 3 T iri d Z E O �, a 0 _J a o _J JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. 8 M I x r ' L2 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 LONGER AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO BE PRODUCED UC 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 0 T 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 11 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (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 TR11-14. 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. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 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. 3- 2- 1 V %" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (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 11 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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. Irrig bion/sprinkler systems including all risers and spray heads shall n6t be installed wllhin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 ncrete onerpo and mortar along the foundation perimeter must be removed ore exterior soiitreatment. 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 ext@dor vertical chemical bamer must be installed after construction is complete, including landscaping and irrigation. Any sal disturbed after the vertical tamer 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 contra company before a certificate of occupancy will be issued. T(ie certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material, WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' 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" %4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y' 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. � r` N• CM 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g E ti g� 8 N ,�� U 0 a= SELL OG.100 9[ 7c"a LL U. d W S Ir 0 Z t W rp r� co ac o d �a a �rcjl Z I �ZN y 0 ZO U U_j y W z N Z Q � J N z � o -_ TC+ V 0 ILA r.r., �(ALU c d c Q04� S o W Z _j o � 0 E =o ao o >- Zo Q z � � O E 0 1U0U O K �Z �i wa UO U �Z g z� N o o ¢ C C V NO mo iz z Q NNW QW 20 U W LL v il< ° 3 O Lo � L (D C9 LO U � Q CY o O in 0 O to c`a Np Qi y U) ONO T T E t0 c C0 Hi Z Z c E O R c a U _j Q p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" STUB -OUT FOR 1'-O" O ° GAS METER 0 -' o l`0 U fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-511 (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-51' 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. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (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/el 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) r Filler blocking 1/8" gap r 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 Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM rn w C> STD. 90° CONT. #5 HOOK BAR —, BOND BEAM STEP SCALE: N.T.S. CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 TA PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" in. 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 Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d �BCl6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d WEB STIFFENER N.T.S. SIMPSON M2GT_,,4J — w/ (22)10d NAILS TYP. �GIRDERTRUSS 2X TOP PLATE 5/8" 9 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR 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/ (18)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 =1900plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" 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 bearing wall must stack meet over wall, or wall stacks directly over wall or Load over bearing =20 blocks and beam below Load bearing wall must stack over Non -stacking walls blocking and wall or beam below.* require additional wall or beam below.* Joist consideration. Check When joists meet over wall, provide local building code for appropriate up 1/16" 1 3/4" minimum bearing for each. I -Joist can be offset PLUMBING LINE details in One 10d box up to al l avoid areas=20 of high kor-20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE at bearing. A/C CHASE 4" PVC PENETRATION JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL d a e .. Provide adequate bearing , • for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist * _ a' A, 4. Ce blocking panel *Non stacking walls Squash block 10d nails require additional consideration. 00 • • (2x4 minimum) SECTION @ INT. BRG. WALL FINI GRADE Bearing wall, Versa -Lam LVL or N.T.S. - — _J — Glulam Beam (D ir m_ "' `"" ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges r76�` A 1Y" ROUND HOLE MAY J 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB, PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist 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 STEM FOUNDATION GRADE F_ .a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN 121 #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. DIDC VCDTIP'AI TUDI I CA1171 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION o a s a° a • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4 CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE < f1r -IIE=11� 56 r •: 51 \4! r� 0 F E S a 101, !e/l0lftlitlt't1�1`�` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 .9 Go C °0 LL a Q Qi M V Y LL LL o. 0 z L f�00 O W 19 W J @ m - J -1 co�o a2� •f. LL &0 N M Z it y O U U � y Z W O �00 z � z a W z CD NU) •LL W C OW 8 C c iI 0 o i� zM J " 0 i s f Baia O Q E OV ~ a= o`8 w¢ o0 Za CV g= <o � ,a �gLL p ZC/)` to J Fb o sZ a° W �_ Z J o �g z`IFa o 3 Lo ti W � C9 .>_ Ln U � C W10-1 o r 0 �{/ m 0 k`c p LO T .i. L o coN r T E z c Ch Z E U a Q p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. SN 1 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & i @ 6" MAX FROM END OF 2 x PLATE 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 TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH I' TRUSS (SEE UPLIFT SCHED.) W/ I , I ° ° • 12 METAL PL. UNDER EA. TRUSS I jLnIr Z7.)TYVARIES MOISTURE BARRIER I SHINGLE ROOF 8 INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. L1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" _ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 0@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH e z �31/2" MIN. �31/2" MIN. a ° ° ° ° ° e ELEV. 4-3 1/2" e a ° e A.F.F. 2x4 CONT. e o 1/2"(min.)- 4" _ ° , 9'' 1/2"(min.)- 4" I° ° = a ° ° N rb 00 / GARAGE DEPTH VARIES ° I° 31/2"(min.)- 4' — ° • 31/2"(min.) - 4" e — — e ° ° g ° (2) #5 CONT. 13 4" 11 8" (2) #5 CONT. 4" � g GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc� @ CC SCALE: 3/4"=V-0" k,S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 cam' ` 0 W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. S HEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C N�o 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY cow 2x BLOCKING HORIZONTALLY "x8"X16" KNOCK-0UT @ INSULATION PER BLOCK 6" N CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 � #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHORJMETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DfA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 6 1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c ARCHITECTURAL w/ 00)10d NAILS = WEEP SCREED INSTALLED o END OF Z" x PLATE WWF OR FIBERMESH '- E FINISH TYP. r 2x P.T. PLATE �. c� c PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 o ° r t = a , o GRADE 40 MIN. Fy= 40ksi 1/2 GYPSUM WALLBOARD GRADE �„ - p z_ #3 & #4 LAP SPLICE " T FINISH GRADE oo (GRADE 60 MIN. Fy= 60ksi] a ° ° c� U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° z -0 , • 25"MIN. LAP [30" MIN. LAP] g D r CELLS (SEE FOOTING MONO SHOWN o — _ uj ° o °� _ 00 6 MIL VAPOR BARRIER P , ° R 1 7/8° `U) e FOUNDATION PLAN FOR CLARITY ° °� . " � . � T #5 REINFORCING BAR FOR LOCATIONS) p p D ° P =1 1=I 1=I 1=1 11=1 1=I �„ z _ 1x4 P.T. BASE NAILER ° I i I —I i I —III —I 11=1 I I —III- 4"x4" INSPECTION D ° _ _ • T #5 LAP SPLICECONT.- 3 2 #5 m I—III=I II=III—III—III—II � ( ) PORT AT EACH NOTE: g ' III=III—III—III—III—III- N , ° ' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 1/4" BASEBOARD COMP. SOIL. (COMPACTED TO — 8" V-4" 8" FOR BEARING WALL =III=1 � 1=1 � 1=1 � =1 � I= I T FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ _ _ —I' 95%MODIFIED PROCTOR ASTM 10" �P•) W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB _ _ _ _ _ — i— co AT GARAGE CONTRACTOR � =1 � =1 � 1=1 1=1 1=1 11=1 I=1 I I=1 I=1 1 1= I =I I =I 11=I 1=1 � 1-1 I D1557) MIN PSI MAY VARY PER -I 11-III—III=1 I =III=I 1=III=1 1=1 1=1 1=1 I 1—I I 1=1 I 1=I I P ' 4" 1��" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "—=111-III_=1 ; I I II I Ii I„III ; I 1=III-III= I i #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND W14XW14 FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT WWF OR "FIBERMESH" M a •C ° ` DECO FINISH 4" to 6" BELOW GRADE = Z I SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > t ? min.) 4" BARRIER D: p • 9 N " a a GRADE COMP. SOIL. r °p • (COMPACTED TO 95% _ (1) #5 REBAR wl OPT. MODIFIED PROCTOR — SC�NCLOSURE ASTM D1557) R. #5 REBAR CONT. O N CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4' I MIN. .O U U.N.O. 4" l'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGEL SCALE: 3/4 -1-0 S3 E.3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE C=== BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT I ^ CONCRETE SLAB 14 13 PAVERS O.H.D. RECESS z O.H.D. RECESS E M � , 4" ao SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N C'7 �.••; eh • 4.' . r A" SEE A/S3 OR J/S6 FOR REINF. INFO. I I I 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=l'-0" P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB :5 CONT. BEAD SEALM -- INTERIOR °.`' -3 1/2" ... . . v ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a °Q c E : •.. — N M 6 MIL VAPOR _ BARRIER S3 VARIES6 SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)7 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. _ = CONNECTION INFO = SEE PLAN FOR _ &LAYOUT DESIGN a TOP OF BEAM SEE ROOF PLAN Qo C ° a, a ° .a ° (2) HTS20 FOR STRUCTURAL := _ co `- BEAM SIZE & _ �' 1 a CONNECTION INFO Cl) ° 8 I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. FOUND TION w COLUMN SIZE AND BASE 25 W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM co SCALE: S3 SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 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 i/ MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a ° FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) °. 1=III=III=IIII=I1 WWF OR FIBERMESH , a w W _ v ° BRICK PAVERS or SLAB PER p o �' _ -III= • • °• —_ - z_ — 0'-0" FIN. FLR. A COMMUNITY SPECS " � -- —I — ° —III—I � I—III-11 — _ CO — _-- —I i ' 111 _ III=1 1=1 I 1=1 I—i = III —I 1=1 11= FOOTING IIl�illlliillil�� 111 -III, -III=' BEYOND - ,. ..... PAD REINFORCEMENT-]3" ,II MIN. CLEARANCE •1 • �• � � SEE (SEE SCHEDULE) 4-. ' •• :1. coNc.anD INFO.. FOOTING WIDTH • s • SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S3 SCALE: 3l4"=1'-0" SCALE: N.T.S. S3 .�.� pR0 Wiy ra S E •.� U �r Opt v r�s���•�UFSSS10�r e� 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W n E F �8�� a FA LL ,� W dl' to � � 32 -1 w a LLaY Q �v LL U. a'. S O z � ` F 1? 1 N CO tr 0 W °�' Q Q Z u°pN, 4 Z y 0 L a O U Z 0 �3co W ❑❑❑ CD z z � Z n v W •U 0 W s Vt c N M W LL E 0 w� �� a � O E w? oa 0 E C ) $o wOo �o a rc� M - H m� '° °z Z F co J O 9m0 F•" i ZZ W N a T o ¢ aZ n = U a LL �_ r O ai < zla 3 0 `O = > Ln rn > Ln ^ Q > 2 O AC`` W to o T7 LO i Lo 04 TT T C T E V! M o Z = E O m E ;3 :3 0 M c a _j a o JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 112" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL WALL CLEAN -OUT (2) 2x HEADER q PER PLAN SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TW" 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 BARRIE U FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� —DOOR OPENING - DOOR OPENING CL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT __ RMAIN SPAN OOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B SL� 12 SEE TYPICAL WALL SECTION ZT:y7p)SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK _ (SEE SCHEDULE) BLOCK W/I(1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT I TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER i STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD WA SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 9 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. :. .• � � �I!,! ..!I ill III swill MEN �'IIII IIII �■ICI ���� ��IIII II! l ll�I �IIII 11111�' NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. g SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J RREE��\\\Emffi\,\`� .a T t It o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---, GARAGE DOOR ROLLER CONNECTION ASSEMBLY i,: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a e <a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ram/ SFF �Ow N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5l8"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. SCALE: N.T.S. S4 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET W/MOUNTING ANGLE 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 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "` HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. OO SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP /�2 ROWS 10d @ 3" O.C. (14 �� / SPLICE -7 iNAILS TOTAL) EA. SIDE OF 48,SPLICE STAGGERED N, ,-10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ ��16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 gP2 2X STUDS @ 24" O.C. I10" , BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a as e INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RE TESS SP4 SP4 LIN a SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 / SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w 2x TOP PLATE cc 20'U/^� T L 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL I SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) t (5645# SPF) I (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a r 2X8 P.T. BOTTOM P TE� p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES 0/ 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 Q a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 •••N• F �\ 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. Go o 8 CLoa a0 t» it LL W h a tnn�32 - W a �s ° Y �LLu- a Z ram°' 0 am Ja OLan W �2 O'cV pj ZNMz Co Xd O _5W= p WCD ❑❑❑ Z iS �n z z J U) (D -g C1 0 2 W g N �N C N � _U C o w Z 1! M 00 QU_ J E o wO ° Z Z• E U � O �'0 �� y �yo oa ego a5 z N6 i 8 �$ _3 a. .�- -_r= .�Ugz z Cn J O cab QW �z 93 o a 6 W CL 3 3: U � a �0 yp �w :C, NF CID M0 a zIa ij 3 L O Lo B ^' W m 0 i` •� O N 0) Q Y O O m c � r E N M v N tV 0) LJ` ) ,- I Ln /1\ V) � a T E z �' = c) 0 z O c B a: C a U _ Q 0 JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 wl (4)1 /4"xl 1 /2" SDS SCREWS TO BLOCKING & (I 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 DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \\\ 45"t / 37 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0 " 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" 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, 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)1Od & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "f" ON TOP OF PANEL BLOCKING, x 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" 0/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" 0 C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 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 1Odx3" @ 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" O PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 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 � M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION to � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS -WOOD TRUSSES cO 00 - 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 1 Od & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� (2) 2 x 4 LAMINATIONS W/ (1) ROW " " �� �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 L CKIN 2x4 BLOCKING @ 24" (D = 0.148 , L = 3)�OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/CTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 1 Old 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT EACH STUDD SP2 w/ (12 SLOPE OF ADJACENT TRUSS NAIL 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 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 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 7' ON TOP OF PANEL L EXT. WALL CONN. @ NON -LOAD BEARING LOCATION D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 BLOCKING FASTEN WITH 2x4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS SS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 6 S5 • a < s ° a• a a a a.° CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE 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 " BRACE W/ 10d @ 4" 0/C SEE SCHEDULE FOR SIZE 4ND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" 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 END JACK 1 V-0" MAX. 9r 0 a CORNER JACK Y Q LU Z 0 U HIP FRAMING REFERENCE PLAN 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 111111 MNo 111lll 11111� NOTE: -/TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION _U w �° sl Ei-0 fill it111AN° 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. to a E n c at o 8 f cc,N Ig J �i 0 � 6SSy �Ju:_ OOD N ik LL L 1 N O U- Y s ' n 0 V a LL LL d o O Z t ° 0 �N �pOCZ'Z �pjW mgN7 IvW_w co �JOa, NM' 0lOrJ-n OU 00 w z Q_ a. z U � U w • M0 c � -k O W Z M J E o� y z WAN �� z¢ Z® Q9 E 0 oa H r0 O E R K< a p 00 OY ¢ z O O i az ado WZ .d-. _ m� zz z J cab2.) <W s a1 W V it I <_ff �k �0 S w �5 ao a� 'OV zl�TTc� LZ 3 O C O i 120 Lid f L. ai W � c� .� 0 LO O _ 0 o r O ^Q^ C 0 CD I.i. I- Q) o co O T i Lo 04 r M o Z T_ T' OH LD a U Q p JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. S5 3 x c Q v 's LO C m 0 i a �4 it N x rn 0 N Ir i C 3 5 a N N E E i m 0 cg i 66: '4 0 a 0 0 R-i IA 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8' 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 BOTTOM PLATE W/ 8d 4" x P.T. 3/16"0 X 3" LONG FURRING FURRING ROWS x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS #5 REBAR ` ' (nP) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 16" TA TAPCON. INTO TAPCON @ 16" O.C. & 4" 2Xg STAGGERED @ 16 ` ' 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 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 I2++ DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 3 DETAIL (TYP.) STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 1x4 P.T. TO PRODUCT METAL SEAT PLATE O O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"EEll LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. " 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ ±2„ NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' wl (4)1/4xl 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" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE ' ±5" FIRST 2 COURSES ` EE L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX -0" 2' 8" SOLID w/GRour 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4 x 31/4 TAPCONS " 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d77 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR N FURTHER INSTRUCTIONS. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)1 Od NAILS - OVERHAN ' �; BACKSIDETO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE DETAILS A INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION -A PROVIDE TAPCON PER WDW. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X O�FR TO TRU SP CHORD hqN .J MIN. 4" EMBEDMENT AT 16" O.C. �� RC'T!y 1 r-Orr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • • � WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED / + REQUIRED > ► ► " EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS •.: • ►: #5 BAR • ' 2'-I 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + SOFFIT + ►• �� :'► • p p. 1-0 ° ` • ; ' e ' CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP .. ► • '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► •s .' KNOCKOUT/ N — CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2 8 DIAG. BRACE B O PROVIDE 2x CONT. CONNECTOR ', — p MONO FOOTING ' •► j°• x (3) , SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE IL 12d NAILS SEE LINTEL AND SECTION DETAILS -I 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. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. � ENTER SO IT .► DIRT • 4 TO BE INSTALLED BUILT UP PLWD. BUCK - 10 - "MAX E PLANJ PRECAST LINTEL STANDARD o • . , 917 HOOK i14 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #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 • �' • �'' • �'• ' • �' ' 8d NAILS 4' MAX. RAD. " O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � � � � � � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. • • •' • •r • •' ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY rL SECTION @ ROOF EXTENSION M 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: 3l4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 TO 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. 5/8" DIA. ALL THREAD ROD r #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED wl SIMPSON "SET" 1 Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL LL' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n o' v a A REINFORCING AS FOLLOWS: a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT : pp e v z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ A _ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' cai� in FILLED CELL SMOOTH. DO NO FURROW. e , e C„ �� DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. n `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP C . \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.t p REMAIN FREE OF MORTAR. NOTE: Cn z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T n 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 \00 ' (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.of 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. 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. i t 1 S I \\1``ti,tttlii .O vf� �SE•�•�. :N %.f 0 01?- F L 4'• �"Out Itlltll���� To the best of the Engineers knowledge, information and beW 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. t» a Co o qg 62 i � O (» ,q "o in x I` a !n LL W a Y ayr�ic ca JLLU_ a 0 Z 0 �. r o O1 N �p m O J L f Mo N Z cc L O h Z z � z J Gn -J N Z v J0 (Q .o N - W W U O—� w S '® C) LU 8 x <C 74 � Cl)o W U_ E o _® A OV � �o wa o� Z E o� �z y O pzp �z � z w Z (� "S H p '<W zCZFF JbZ � � z w Wa c� 3 ' =k ~1 r o CD Z �� 7F ixo a= zlid 3 O > Ln � L d � ^' W � g ._n 0 LO U O) O r O ^�^'' W m SLR V o /� (0 r T� c0 CD r L() ONO r E r C,)o H z z E O E a; m € a U .� Q p � JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. SS ROOF SEE PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS HIP G.T (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 (2) 12D NAILS —� AT 12" O.C. MAX LJF.�-,, ,,.%J%J�2..L-U BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s SCALE:NTS SCALE:NTS SCALE:NTS 7 SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , -----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE `P ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT V-0" MAX WOOD TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 1Od INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d_ COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE O OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L I INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B. SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENTrA SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR I SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN A.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ;: TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN r FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WA LL---{ SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--' (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS ��j DETAILS &SECTIONS x� 111111111f///ll�1��' 0 w N * g • �� 0 FL" 2 'l�fffurlilu��lt��\\ 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 E r. r # (no N N � � J w Q' C a00o �, sk " wa Qy ' 30 LL a - M Y 0 Cq LL LL a. lL 0 Z Z UM0 a N iNj Z rY L. 0 U=.ry Z 00 W c� � F z QN z z !� J - N CD LL C1 (a U VJ w 0 A g O— W 8 Ul) c w a. w � -. < 8' c Q Ch M Z W LL 2KosE o 03 �� g Kos Z Q o E V w° az K V V °wa � z N ar go o O� wZ m� C ,= - p9 NO r i z C C= J Fm W Q fZ N 222. O Z W U 3 a TW Rt co w r 0� or 3 �O 0 .2 = Lo L � W c� Ig .� U O _ Q " ) N ° T O 0° C7 (0 a T '� CV f0 0 ai .T� = C r LO i LC% 0) ONO 0) T T E 0 T M d Z Z O N B a 0 _j a o JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' 'n WEATHER ✓E BARRIER & tARILY SECURE 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 EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 Rinstructions in each detail that corresponds to the numbered items in the list 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 comer 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 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN ' OVER RIM JOIST AND UP WALL BY 61N. WEATHER \ RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING M (2) 1'-4" PER PLAN V-0" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING n SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHEP SELF -ADHERED FLASHING OUTSIDE CORNER Ll a a IX IX LLI a- a- CD W LiJ U = w w O x DOOR ROUGH OPENING - 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD raj :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 P4 5 " PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS 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. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of 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 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 V' appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 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 �' 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 ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING 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 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 (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO AD ESIVEASSHOVM)SE contraction, ASTMC1281, 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: 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. d 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB Ohfro THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster • • 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 0 N N 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. to I&I OD S n Q Lo N -• J LL 0 a ao 5 ,n ii �No� U. a ajcov Z iYe u- V- 2 S o Z rto Olt Lu W m N WO0 J Z IL cc Ci a N iNjZ�y0 = do 0 M 0i W oo❑ CD C Z N z Z P a � rz � z u- C1N a--+ r6 cn w W a �u 0 W t3 .177 y , c N r w � z c A a MIN' 4 e, O w Z cM U_ E 0E W o Uj E 8�� 9 r6 R. Da RUU Z _ N a� ao �1 wZ ' 0 �; r = �g Fo Z_ - J F� aw sZ d - $ Z Z W w 6E W �� mi � owc zla 05 05 @ > Lln I✓ a; � c� .> > LO tr U 0) o O Q C U w, m C co E N to o O L.n /!\ V� ONO � a T T E T M rri o Z Z C E O E 6 M c M 0 JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. W P _ . urri._ , �! I L L r Iri f I q 19MRMCMA Moindng s ( Gallo 41n•x+112'siz-iu See Anchor Scheduk Bolts 1 fY DFa. A32S Galy. 0 Bad cross Support (May be cut to W) Hight Bracket (16 Gauge) #145elf-WIng V Screws 1 a5/8" NC Unit Bottom Edge Huron Strap ! (7ypica, franc) Wasl►erc T Front Cross Support sdf Caking Nuts (May be cut to w) Left BrmJW (16 Gauge) It 4 SeMling Screws Thru Brackets 6 Back[ross Support Into A/C Unit Bottom Side (Typical: 3 each skle for hurricane use) INSTAttATIONI 5pccsf c m.d> mod setm4atlam gee paoaadd rs7j =th H nU3mw Air $mz in we II6a9eia� abaiYa eepr aa�am arm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appxcadion Detax Pegs 1 a t 1A4=1 Cuba tnmar mla m4 cam Pans- late Shoos vision MaSwiffighax mmllt IodOslYce3a Yiidlla6Ac halt B&Mftd PBCA.s ed do vsd Saba Revision 2020 Oroxw Metals, t1e Jaen 9rrmrd. Lary 11 Pored Loofa BpwM P.E OBN02D20 08,09/1020 08202020 10/13/420 Approved Calepary: Roaeng 150-A 303-1511 PE74C21 034) 300.1 WD 8,11"op rr. Merl Ropingltm sibled-oral we, CWW&rct MOroa Ewan m Report opal a Florida Regidesid Ar or a Limited Flpraa Iosd.aionw Engineer ftm7mmm trustee OudW A� AENVV§d felt Use AeerovbdforUa Jppact Delon fte Product Modal. Ianber a err p S 2s a In KVHZ Resisted1 1 Drexel Metal Rooting Systerta DMC 1001165. OMC 150SS. DMC 1758. DMC 200S. 12/312025 Yee No WA -W 180 DMC 5V gm ])ma Vard" monalgux AOennebon 2070 small Vem Prom4tf. bo cougar,: w sat" Cerpwlea SubCatoyorr. Proar,sts atroacsd a a Rowe a Noe Tsarldog)r C..Wlace Maaroa &AWar Raat few . Floddl Roiatetd Arwraaw a • lkn4W coma. pneasstend Emig err mat 1 9mertVnt Mudd n540-6.0 2 SmsdVam Mudd a154A511 3 fmtVnt Mom H540520 4 SMOVsm Model r54a521 5 Smaltvnt MOM0,$0424 11 Snsdvnt Mood a/5e"n 7 OMrtVW4MOdWOIS46S74 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debi RMLK alma tgliggeatialleas MWMIOMrmn Norma F. Nweo PE 1677) 441-8368 PP 73778 DW F-tk. Flood arld V.Mt- Vac OW en F-hor Fend Ind Vadabm V.rt wtUWW Flood Vent winded Flood Vent 1e6gad: Ga.10t Dwr Flood Vert )NOW Nos rwmrr0 Fid Vmt 14.Saquw. Garage Door Flood Vans Pop 1d1 115=1 moo as 21ktolOoa orb X11016 c Idglm lllimWt FIRC Appinnyad dyed MAIL Lode Broaden P.E. 12/16/2020 12/18/2020 12211,12020 Approued (334)300-1800 gmdkA loKa s,>om�mil aD xita immmiJ LNK laim Y. ARNA*dbLgu Kira, meat Ya k=K ltrlN= N/A 299M Lawn •100F100 /2012020 t2/3i02 Y.YeaNIA •100,1a0 12012020 Yet Y. NIA .100F100 12MQ020 Yet Yes NM •100A100 12rJIrM Yet Y. WA WA 12r3laim Ya Yee WA •100A100 12J312020 Y. Ya WA WA Florida Departmere of Btaneas & Professional Regulation Building Codes and Standards Product Approval Applicatiori DOW Po. i w3 1/72021 l'8a! EnNW or rot: rota OW PodItla rota BM ingm 11111112111111121M forum elraa¢a tldoea Xdd m &&Mom LIGARI®al aaamrm A" R.vicim 2020 Thema-TM Coraowam stew Jeop"am yndon F. 9dnd& P.E Ryan J. King. P E 07/23/2020 07/12=20 07rMO20 10M32020 Apprx Category: Cohen. Open, 400M 643-7626 PLL43409 (813) 7676555 eubCataapry: &macro E AN a Door Assemblies maDesom�ternw.eo Carplra rew.a: EvW e,on Rapwl toe Fiends RepsrW Mon sad a 9 Llensod F!aea Pra.aknd Ends M Seat alaab Qoota�ilmiotlaa Assurance ARDFowdla Uft Ampyod , tglOtit OL92NM for Dee HY Z bra" A299 ui ioolaa l 1 lac and 8nddh-Sir e. Thanrr-TN Flo{aa Wxme 8Y39;9 Agmd;lnpadaeet Opaque 171312021 No Yet, Yes WA Cwroaa Edge Fiberaass snos Dow IaswnO'Cdawtg: X e tgoolm) 2 b. Thmma-Tm Fib-Cestb ore frown-ste Nwrrlw S&MO;8 Maldlm0aatolrs opaque 12072021 No Yes Yet WA CompositeEdge Fibrgea Single Dow wan sowwsl IlnswMyoutswing. XO. OX or OXO ..Agwsams) 3 c. Theme-Tru FbeAseec red Smwdh-Sir taste! 811a3ff8 &Wd;lmpwagct, Opaque 12/31=1 No Yee Yes WA Composite Ease Fibeugl- Out. Dow worm Or eateld 9!Ones (Inswina0ulaawg XX or OXxO 4 d. Thrma•Tru FlhsCoo- and Smooth -Sir cnlprelm.) Nornous e&Re;O 8qud;lrrp.daqud; Opaque 12J312021 No Y. Yet WA Campsse Edge Fitiwooss Sings Dow IwswwglOmtewMO; X eoopoe on) 5 e. Thrma-hu FE.e04w"c and Snpdh-Sir Norm,.) 6aA9d aqum>khetw6get Opaq 12012021 No Yes Ys WA Cmpmeee Edge Fiberglass Single Dow with ammaKS) (1nPrbiplWawng. xO. OX or OxO 6 1. Therm-Tru Fbar-Ck"k and SmpdhSr oanfarWms) Nombw 81039,0 &qud:bmpad&gLvt Opaque 12/312021 No Yet Ya WA Composes, Edge Fiberglass Dave. Dow win a arlwe Sldwaa (InwingmDdsara XXor OXXO omntgwfam9) 7 it Therms-Tru Fbw-C awit and Smodh-Sir Nwme,.l 66";8 MquwklnVadaant Glazed 1213102021 No Yes Y. WA Composite Edge Fiberglass Sngle Dow (maa100utaw1n0: X eomigat" n) 8 h. Theme-Tru FtDea C-rub Srrnoot-Sir None w 6&=;8 &qud;lnpdiouoq Gaee 12/312021 No Ya Ya WA Composite Edge Fibeglaa Single Dow olln soidwo 1wPWnyoptawtg. XO. ox a OXo rxwspwWmt) 9 I. Themla-Tru F7sr-Cea0c and 9nedlMBrr Nommalw B&1O9;8 aqud:IrrpdaquoColazed 72/372021 No Yes Yet WA Common. Edge Fiberglass Dailee Dow Mt or aat,aut Sbans(Inninwom wa xxa OXXC onspuelms) BoULANNOW aodnavedlwYae Agitated I, U, Imgee mafgD SeatNurintiff or Now Froded Doserbdw f a m Fits IDHYM lout" KVKZ IImim 17amaa 12 I. TM1ma-Tru Ft-ChaWand d fmapm-9wr Nns" u0&0" &Watwpaaag Oned 12M20221 No Yea Va WA Composite Edge Flberrom Daata Dow m1M a .atew Sldeft" (InswinglOYtaena )0(o, O)O(G mepveume) Florida Departmert of Business Is Professional Regulation part I wt Building Codes and Standards 1a2m1 Product Approval Application D4kall Sete C>®Lf rot: ma Dat!ltDatOg roll zmt lIt)DIOD imlDatamc t®tait Hlabrtelaest 10NOltm1L Ytiarla llOmrOed FACA..mwmed Sagu RtWilon 2D20 POT lnduores Joe Rotw.Md MW*DWtBOOO-CER liftniFDade BCCO-VAL 1111OW20 laro 20 1124=20 ApprMd catogay: Eats Dann 1941149"100 (706) 315.25e0 aubCdea.7• Skag @rtia Dow Assemblies posowaeOpatnduteess Conpaonc a UWSW* coliseum Milk or L'Oho am jagi AMNINW IN UN Alsrewe for Los GaOi(tagdmQD Saggg2!!1 a¢ma � > lmoud Domm Anew l3atsrn 9 SGD6570 (Laa/e Main ending m8rq/ n9 Glatt Dow 0//142021 Yet Yet Yet WA _ ....- _- - --___ __ .. _._r ___ January 14 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a i Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardieP lank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-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 RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Deparhlnent of Business & Professional Regulation Pop d3 Building Codes and Standards 1/72021 Product Approval Application Detail lame rote mn 28LBROmt mu jY% rJlrdw Iaanuladle Coiled 6mlrrrallcenta VatWeWaa WMkiated lestaitillad ZKh&Mm 9aArgmd Itlatla R.4" 2020 Therms-Tru Corporation stave Japweon Lyndon F. Sdhrmw, P.E. Ryn J Keg, P.E. 0743202D W12/2020 072912020 10MVX20 ApPrOnd Cargo,: Ektedaf opens (800) 543-7828 Pe_434W (013) 787 adds Subcategory: Swinging U01W DcorAsambllel ala+Daaay$NwmaNu.Oo Compliance Modred: EWuatlrn Report from& In Florida Registered Archted or a Licensed Fladds Professional Engines lint .. M1ostArt IIo Y. N tohor w Name asset,daaaatlla aoormaWLalal Approved tor Comstad a-.- Dots In �lZ t And gedcD R d t t YJaMlBa 1 i ThermtTru Rber-Clan le and 8moothSbr NM* Y 68i311A &qua;anpad6gJw; Opaque 121312021 Yes Yes Yet WA Composite Edge Fbagloa Single Doan (I s I,gMut-kV;X wnsguntlon) 2 b. Teema-Ton Fiber -Classic and SmadhBler Nominal 844119;88quot;kW..tBqud; Opaque 12/312021 Yet Y. Yea NIA Canpoete Edge Fiberglas Sings Dow w9h Sldelto (s) (uwNFla101+teMS: XO. OX a OXO conAgwMlmr) 3 c Thermo-Tru Flow-Claswc and SmooBFSmr Nonmal SuM.8 &wd;kmpad& ud; Opaque 12/312021 Yes Yes Yea NIA Composite Edps Fiberglas Double Door with or without SkWkn (IneWnprOUNMna XX or OXXO om8guratlons) 4 d Therm►Tm Fiber-Cl ..1-18madhStar Normal 8&036.0 &qud;wpeel6grd; Opaque 120312021 Yes Yes Yu WA Compo w. Edge FWwglasc Single Dow (bewloaWtowbg; X con/puatlon) 5 e. Therma•7ru Flbar-CNask and SmoodSer NpIleIY 88RW.O squd;6rpaotBq+aK Opaque 121312021 Yet Yea Yes NIA Composed Edge Fbergass $In* tow Mth "iie(a) JimebgAOutswloo; XO, OX w OXO wnfgarelas) 6 1 Thom -Ton Fier-Ootee red Smooei-Shr NaMr e8Ymaq ;08platkrga8quOpaque 12131=1 Yes YeaYa WA Composite, Edge Fie ides Double Door with a udhml Sldara (Insmnno/0uts ina; XX wOXXO contgwations) 7 g. ThermaTru Fbeo-CraNe and 8maan4far Nominee 6MINA Suluot;erpaadquot: Glazed 1213112021 Yet Ya Yea NIA Composite Edge FiWdeas Single Door (rsebg/Oulswig; X eonig,ratim) 6 h. ThemrTm Fiber -Classic and Smowl far N"of S&VA:8&uMWripaa8quot;Glued 171 IMI Y. Yet Ya WA Cop Wte Edge Pitendsa Sh1gle Dar with fdellte(s) (Inswmgi0utnbg; XO, OX or OXO comfgur...) 9 1. Theme -Ton Fita-Clesslo and Smith -Sir Nadn066#39:8&gM:blpact&quot(Awed 12/JI1=l Y. Y. Yee WA Composite Edge FlOralas Double Dow with a without BMeaa (Inedngioutwebg: XX w O)= cofigunlin.) 10 1, Tama-Tm Fos -Classic and Smodh-Star Nominal 8&930;0&qud;tmpaa&quot GWW 12031R021 Yes Yet Ya NIA Cmmoske Edge Faeroese Single Dow (baeM9Nutsw9lg; X eonspuntln) ii k. Thams-Tru Foes-Classicnd Smodh-Star Naminat 88Y30;08pa1;MpaaBWd; Glazed 12/311MI Yes Y. Y. WA Compost. Edge Fil"glea Single Dow with Sidelits(s) (InswinglDwsaiing: XO, OXor OXO wnfguratlms) 12 I.Therms-Tru Fos-Oatlo and Smooth -Star Nominal 88a639;0&qud;kWct&pwt; Glazed 121312021 Ya Yet Yet NIA Composes Edge Fbrolaa Doubts Dow wen or wdhmt SMslta (IneWnyOdswina XX or OXXO ttnegwMlona) 13 I1. Therms-Tru FEer-Clafk and SmoO-gw Nominal 6&g39;8 &quotYmmalltMqud; Opaque 12/3irMl Ya Yet Yes WA Cwnpseo Edge Fborglea Single Dow with 6qud;NaFhneed&quw; $[demo($) ( nning'Outtaing; XO, OX a OXO caMguratonq 14 n. Therma-Ton Fiber-C{easkand Smooth -Star Nominal 88A3818qud;hpact8quok OpeWe 121312021 Ya Yes Y. NIA Composite, Edge Fberge8s Double Dow Mom &qua:NWmPsd&qua; Sidara (bavbg70ulseno: OxXO o"MounBan) 15 o. ThennwTnu Fiber-CNssk and Smodn-6ter NomMst 88536;0 Bpld;Mpad&qud; Opaque 12/312021 Y. Y. Yet NIA Composite Edge Fba Siow eroengle DAh ,quo, Non�lmpad&quw; 9e.W.) (I ee mWoutrwi g: )OO, OX w OXO emfgumkma 16 P- Thelm►Tru Fiber -Clank and Smoan-Sir NomhY BMAX.0 & uot:Mgd0jet, Opaque 12A12021 Ya Y. Ya WA Camposka Edge Flowgiass Doube Dow wNh &qud:NoM1moscl8qu0r Siddita (asMnyOutsrnna OXXO oaMour.1m) 17 4 Thorns -Ton Fiber-Crak and S modliShr NaNnd 11,11,0311 &QuoCNon-Impaetliqud; Opaque 12/312021 Ya Yet No Na Corpora Edge Filwa9a Single Dow (1noMneOutfweg; X oonaarnlim) 18 I. Them►Tm FlDs-Crak and SmooM-8rr National 6"3939 5 &quottloMmpac"ot; Opaque 121312021 Ya Yet No WA Composite Edge Fib".. Singe Dow with SideliWs) (Insirmo Dutwmkng; XO. OX or OXO em6gwdima) 19 a. Teerme-Tru Fie-Cludo and SmodRSer Nominal 6Ma39A &quw;Non4rtpw1Agi Opaque 1201/2021 Ya Ya No WA Composts Edge Fiberglas Double Dow ash a Mtqut Sbrm®(InsinglOdwWma XXw 0)0(0 emegwdlms) 20 t.Theme-Ton Flow-Clade and aneoth-Sir Nm9nd 8&0311 SWa;Non4 pact&ad: Opaque 12MIaM1 Ya Yes No WA Composite Edge Fiberglas Single Dow (asMnaroutnwg; X oonseuntlon) 21 u. Thamo Tm FiWr-Cessk and Smodn-Sir Nominal 880312;0&ww;Non4mpxt&q!d; Opaque 12/31=1 Ya Ya No WA Composts Edge Fbargaa Woo Dow ollh Sidenoi ('mWngqutswbg; x0, OX or OXO aneowdlon.) 22 v. Therms-Tru Fba-Clatsi and SnxM Shsr Nominal 8ta39:0 &quatMon-Impat&qud: Opaque 12MIA021 Y. Yet No NIA Composite Edge Flbergim Double Dow with or ethout skion (InssinglOutselna XX w OXXO epnsawatios) 23 W. Thtrma-TN Fiber-Claalc and SrYwoUnfar Nwrnd 6Si39;88q.d;NoMmpat&4d: Glazed 12M11=1 Yet Ya No WA Composite Edge Fserglaa Single Dow (mnbg/Outming; X cwng-Dion) 24 x. Therms-Tru Flow -Classic and Smodh-Sir Nominal 6"39;6 liqaoCNdNmpatliqud; Gilead 12/312021 Ya Yet No NIA CompositeEdge FtrglaN Single Dow with Sidel&e(s) (Imswingoutfwba; XO, OXw OXO wnegxations) 25 y. Theme-Tru Feer•Oaue and Smoa>•f.r N-in M 6M36;8 dqua;Nan-Imp.et6quw; Glazed 12131=1 YM Y. No NIA Composite Edge Fbergls.. Double Dow Mt or MtqutSi emas (Inewing/OdaMng; XX or OXXO cmlligwdion.) 26 r. Thanna-Tn Fiber -Classes and Smoom-Srf Nwdne 8Ma39V &quw;Nm4rrpat&quct; Olaed 1211WM1 Ya Yet No WA Composite Edge Fbrglan 8lngle Dow (Ine inviOutraiig: X.00llgustlm) 27 2a. Tlms-Tru Filer -Clank and Smooth -Star Nominal 8"36;08Wd;Non4 pat84d; Glazed 12/372021 Yet Yet No NIA Composite Edge Fberous; Single Dow wth Sidelite(e) (Iosaing/Ourveing: XO, OXw OXO omsgwdlmt) 28 zb.Theme-Tnu Flow­CI.deend SmadhSla Nmmkd 8&SWO aqud;Nmampatilqud; Geed 12PJIIM1 Yet Yes No NIA Composite b"yaa Edge FDouble Dow with a what $kWR. 0n"090(hwi ibra XXa Oxxo Florida Department of Business & Professional Regulation Page 1 w2 Building Codes and Standards 1A 2021 Product Approval Application D4tall fsik ltllthy or rots onto !ate mla lies YtargD NmLdlehm COM&d[ aua.e. ValdoWsir vowed awn#m PWAmrow AP Wd 9gxu. Fail" 20M Theme -Ton Corporation Sim Josperson Lyndon F. Schmidt P.E. Ryon J. King, P.E. 10M312020 07A 22020 07002020 10432020 Appraed Catuawy: Elena Does (90M 943-7928 PE-434M (813)787JIM5 SubCatepoA': eMngtrg Eld~ Door Annaba slaspesonathemew.w CompRadie Method: Evaluation Report fom a m Fiona RegkerodMcheat or a Lloensed %lde Professional Engineer - Ae m104 Cat god amwa NVRzResident Yna 1 ThFiberOaasksendSmoot-Star Nomnal 68cg0;8 AWd;Non-Ilrpact&qud; Opaque 12012021 No Yet NO WA Composite Edge Fbergea single Dow (InSiNlre Asrig; X conigweln) Florida Department of Business & Professional Regulation pax i er2 Building Codes and Standards 1A2@1 Product Approval Application Defall S49! l!r"y a am no Doe Passing roll zm vmma mougulm Contact Fosmuc411raoea Vadat.a Sir kddltm Atigglililt I= Alsorionsial A-vea RAU Ra ision 2020 MI Windows and Doss start $Mgw Luis Rdertp Lomas &)even M. Union, PE 1008aw20 IOA6/2020 10/192020 I ZMWM20 Approved Category: Exterior. Doss (717) 3W3300 PC-82514 6M 317-8454 erctatypry: tiding Edarlor Doer Asserlelia bsi6nper®mlwd.can Comps andoMemod: Evolution Repot fpm a Flmde R.0sered McNteot a e Licensed Flmda Profeba'wd Engineer toad Raducl Modal. Niambe a Nara closely Allemande C sswonsid Ua putrid. Ault in for LIM MVNZ fainted Jet Do" Pins-, 1 SERIE3420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12/312024 No Yet NO WA 146.314&quwx8%quw: NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OX, XO, XX I7J312024 No Ya No NIA 966gnw7ra0&quw; NOWREINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312024 No Yet No N/A 1453/4&"'gl 9mquot 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM 800 REINFORCED OX. 1213112024 No Yes NO WA x0, xx 9M quotAMqudk 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 900 REINFORCEDXXX '213112024 No Y. No WA 143aquwx96&qud: Seta 111111 YaIIion MmLi uw Revision 2020 Wayne-D.ton, a "onaOvedad Dow Cwpwation category: Exterior Does 0ubcde(MM- Soda nal Exteior Dow Assemblies Cordp6act Metled: E1arMlo Report atom a Florida Registered Ardlted or a Loaned Florida Proressknel Engineer AMA 3 BOOD/B100I&200 01105 10 8000/8100/a200 at 123 Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detill Poet d2 LA=I relay w rots rota mltl no Sri l'adllserA Ll[eeo VWidebdr valklmod akmbm MArlameat Ancroved. Dwayne Kornish John E. Sawa Jdbey P. Amason, P.E. 10/122020 09292020 102Y2020 121I512020 Approved (330)7835121 PE-51737 (904)521-52DO dkomishemnyna-dMm.e porn dWay A isuram AraxoYW ra Ua Amroad M Ua Send Doolon Product ostentation 1, HYNi Bob" !>onwn 9030; Mo. Math. 14&a3W Ma naght. QuIng 12I312023 No Y. Ya .31.01W.35.00 MIable in top wine medieee sectio n. 168039; Met Meth, 14Ma39; Max hegM. Gretna 1213112023 No Yet Yet -30,00F33.50 sealable In top winermedIda sedlon •^gw'0 ^ a) ^W i (n Cu O N .a... am Q O 2 CUI..L M 0 cn 0 c 0 �oLL 0 cos CIO .w �`eu� o i+�..� L � -0 0 ._ Cl)I v, ii Q Z Z W J Cn E Z co CID O CL O O i`aee assess Cn CIO W asso 0 LCU Dial Q W z J Z Q J SHEET NO. PA 1,0. rjr-„ Building Codas and Standards +hr2oat Building Codes and Standards +JJraort Building Codes and Standards ++firma+ Building Codes and Standards +arJor+ Product "Koval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Aiil ti�Y Bic 814 Data Patient! Bit fdYP. l;otir.a[ Gila Bt4 Bra9laim llit fBOe t;mt[.B[ Bid Btia Brt.BmOm Dda fads iatit-tL Bah Aid BiaPJaADn Bale boa YJltita W®(arAO[ � L�otY..:1Mae Y,t�tl-Ac YitlYaa iYYltaa ffia�etB AikR ilma 101WY1 Yi04fectllu[ iaolala DOWmeL8JkJ0Y 7fYI0:M�L YdaM■ ,10m.■ LIIGd®IYYI mad t�4¢ ]>.g ysgpp YmWeeunr Contest L YldllYf:�C Y�lf9 !1S'rdaal9fA Aggrieved !!■¢ i1�a `�calya IIs�BS .L�t4 vdWdW wr VaIdded ;g�yd i �yg Revision 2820 relates UWratdAADG.'s Tee Raasy UL LLC Troy Brwp, P.E. 12na4078 tZp1r102t1 722//20Z0 Approved Raviran 2➢2o Mltaetdoa¢and Coos &r[BRktpf Amarimn NrArorWnl 9awnMUrkh, PE itn7R020 11n7/2820 ttrl7/2020 Apprered AllRmatlat 2020 fMaT Industries Jma Raaoadd Wert►Oede BCCO -CER Nierri-Oade aCf.O-VAL 11A5Q030 i1mSR020 11J11rJ02y Approved RMflm 2020 MI Vlmdora and [het Sett BBNnyar American ArchBeaunl 8aeven M. UrIW, PE 10A8I20� 140612020 1pf19fm20 Appnamd tYepfr: 6d•np Donn lNr; aa42F3 f%119t?-0880 Category: tMntlovn (717)163J900 MaarheturonAssoebam (717) 317-ed84 Cda9aY: Wlndowf (1147) 186-0108 (788) 97Si580 prepay: Wintlowe (711) 7�9300 M•tWNaWrar• Aafmbean (717)9t7fi454 tAOCdp•q: Etd•rtf Dot Compatfa toe rseert;i!•r••oby m aWCakrao7. Single Nmp bsaelprQmiwtl-met Et6Cdtory: Brpla Nm8 IrpawaM@pytlMulnesc palpesrla• M•thatt Oeaaeaaort AYn o L+Wf tr. COrrlPeftae Method: Ca/BRcrbn AMh f LirklD CatRMartm ardhod: Ckhhrm Aih or Lisr Qi i -Cu Cl) U 2 O Q O ^ cu -0 o- .� V /� '^ �V c N O O O O W O LL .� -p O O N N d � � 402 ,� �- F- .� Cn Q ■ O ■ O _C O L Q C U O V V W Z Z a J SHEET NO. PA 1.1 Florida Department d BiJaiwse i Professional Regulation Pap 1 a+ Florida Department d Business i Professional Regulation Page 102 Florida Department Of Business i Professional Regulation Papa+a 1 Florida Department d Bushes i Professional Regulation palatial suWood Deal, contract Explinellm Date AnDrand for Use Atearcued for Um 21 bcategory; rAmserentar mi Product ONcrMm ida Rayrer•tl Avchaeat a a LlaaMetl Fond• Florida Repldantl Arctttsd p a Lkenrd FIaYa Plaids RapNlar� Architect co nnjitmwpmdwb QLLIM Assurance phalli social. N,,O,,r Name Alddm Product DeBorhow t -t= m CD Florida Department d Business i Professional Regulation Pap t d+ Florida Department d Business i Professional Regulation Pap + d+ Florida Department d BtJeitae9 i Professional Regulation Pap1 a+ Florida Department of Business i Professional Regulati rICU satellites Abatement Validated Be Xildifilid awn= Amounted AlWassAllseam oval Application as - ICU Florida Department d Business i Professional Regulati i _; IF l` ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=20 For direct Inks to all SST approvals bted below, SUCK HERE. For additional information regarding Flarldrs Statewide Product Approval System and Mimi -Dade County Notice ofAcceptence (NOA), CLICK MERE, FL#2355-R7 AW Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete 8, Masonry Screw (rTNSS) 1/4" diameter Titan stainless steel masonry screw FLMNNNI-RB Protluct Modal. Number of Norma Product Description 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SO Connector Screw 3 SO9112SS, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272356 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22858, SDCP22gl2, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 8 SDHR27400, SDHR27014 SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200 SDS25212, SOS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25600, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF27le, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw FLA0007-RO ANI Product Modal. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3A Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATUD9.2, ATUD93, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2, BP112, BP1/2-3, BF515.2, BP5183, BP314, BP3/4-3, BPRTUD3.4 Bearing Plates 4 CNW3/8, CNW1/2, CNW518, CNW3/4, CNW56-112, CNW3/4-&8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTU087, CTUD68 CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, NS Heavy Hex Nub 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUDS, RTUD6, RTUD7, RTUDS Ratchetihp Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3B" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URSS Sa' UpMt Rod Run Tiedovn System 13 URS6 3/4" Uplift Rod Run Tiedown System FLi1D441-R6 ag,1" PPloduct Modal. Number or Norma Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10P22 Hold-down 3 HDQB, HHDQ11, HHDQ14 Hold-down 4 HDU2, HOU4, HDUS, HDUB, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purkn anchor 6 LSTHDB, LSTHDBRJ Strap-styb hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purlin anchor 9 PAIS, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 10 PA118, PAI23, PAI28, PA135 Strap -style purkn anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHDI4, STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30R020 Far direct links to as SirT approvals listed Dale, CLICK HERE. ® For additional Information regarding Flanda's Solewide Product Approval System and MamFDade County Notice of Acceptance INCA). CLICK HCH 21 LB series hangers Top flange hangers available in width of 1-5V16" and heights ranging from 5-3f8" to 15-118". 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 93M6" to 13.1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.1/4" to 6- 71W and heights ranging from 9" to 33-1/7'. 24 MEGS, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 9" to 32-1/2". 25 MIT series hangers Top flange hangers available in widths ranging from 149/16" to 5- 1/8" and heights ranging from 9-1/4" to 24". 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9M6" and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/8" and heights ranging 9-1/4" to 3Z'. FL*IOWO-R5 12" Product Model. Number or Name 1 ABA44,ABA44R,ABA48,ABA48R,ABAeO,ABA88R 2 ABU44, ABU44R, ABU48. ABU46R, ABUSS, ABUS-6, ABU85, ABU68, ABU66R, ABU88, ABU88R, ABU1010, ABU1010R, ABU121Z ABU1212R 3 ABW44Z, ABW44RZ, ABW48Z, ABW4SRZ, ABWBSZ, ABWWRZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, ACBR, ACES 5 BC4, BC4e, BC4R, BOB, BCOR. BCB, BCS2-2/4, BCS2-31e 6 CB44, C846, C848, CBSe, CB88 7 CBSO44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ88_SDSZ CBSQ88SDS2 8 OC, ECC, ECCU Series 9 CCQ.SDS2.5, ECCOSDS2.5 Series 10 CPT44Z, CPT86Z, CFrr68Z 11 EPB44A, EPB44, EPB48, EPB66 12 EPS4Z 13 LCB44, LCB88 14 LPC4Z,LPCSZ 15 MPB44Z, MPBSSZ, MPB88Z 18 PB44, PB44R, PB48, PB66, P86OR 17 PBS44A, PBS46, PBS68 18 PBV6, PBV10 19 PC44-16, PC46-16, PC46-16, PC64-16, PCES-18, EPC44-16, EPC46-16, EPC48.16, EPC64-16, EPCWle 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PCSZ, PCSRZ, EPC4Z, EPC4RZ, EPCSZ, EPCBRZ EPCBZ EPCBRZ 21 PPB444Z, PPB44-6Z 22 RPBZ FL#10966-RS ,w Product Model. Number ar Norma 1 FJA, FSA 2 FRFP 3 G144", GH4", GHAI", GH48-8 GH4108. GH41DS, GHe", GH86.8. GHO", GH8& 8, GH610-6, GH6108 4 GLBSA, GLBSB, GLBSC. GLBSD, GLB7A, GLB7B, GLB7C. GL87D 5 GLBT512, GBLT612, GLBT516, GBLT816, GLBT52C, GBLT620 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFPIO-SDS3 9 URFP Product Description Adjustable Past Base Adjustable Post Base Adjustable Post Base Post Cap Past cap Embedded Column Base Embedded Column Base Bolted oolumn caps with W1 ranging from 3-1/4" to 9.1rZ' and W2 ranging from 3-5/6 c, 7-1/7 Screned column caps with W1 ranging from 3-1/4" to 9-1/7' and W2 ranging from 3-5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3(N2020 For direct Inks to all SST approvals Noted below, CUCN HERE. For additional information regarding Floida's Statewide Product Approval System and Merril -Dade County Notice of Acceptance INCA), CLICK HERE. FL#10446-R6 2ka EMguct Model. Number or Name Product Descrictlon 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, AP844R, APVB88, APB66R, APBSS, APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases APVB44R, APVBSB, APVBWR, APVB88, APVB88R, APVBI010, APVB1010R 4 APDJT2-4, APOJT2R-4, APDJT2.8, APDJT2R-8, APVDJT24, APVDJT2R.4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH48, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 8 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH210R Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wag Angles 15 GA1,GA2 Gusset Angles 18 H2A, H2.5T, H8, H10A-2, H108, H14, HGA10 HunicaneTies 17 HCJTZ Heavy Concealed Job Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable S$opeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML210Z Angles 28 MMHB Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MML1.128-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL*10447-R5 Sea # Product Mode(. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-S0S3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, HHRCSS 8 HRC1.81, HRC22 7 LRU28, LRU28, LRU210, LRU212 8 LSU26,LSSU28,LSSU210 9 TBE4,TBEe 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA428, THA422-2, THA428-2 12 THA11.81/22, THAl2.08/22, THAI2.1/22, THAI222, THAI322, THA131522, THA1422 13 THAL422.THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all 86T approvals Noted below, CLICK HERE. For additional information regarding Rarida's Statewide Product Approval System and Mani -Dade County Notice of Accept (NOA), CLICK HERE, FL210456-115 101 Product Model. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressionfrensionStrap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H25A, H3, H8, H7Z, HIS, HISS, H16.2, H16.2S Hurricane Ties 8 HGT-2, HOT-3, HGT-4 Heavy GirderTiedowri 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HS62-2-SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HSTS, HSTS Straight Straps 12 HTSI S, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18. LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 16 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST48, MST60, NIST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps 23 MSTC4883, MSTCe683 Pre -Bent Straps 24 MSTI26, MSTI36, MST148, MSTIeO, MSrl72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA2x10-18, NCA2xl2.16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, S132, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPHB, SPHB Heavy Stud Plate Tie 32 S81.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6235 Straight Straps 34 T820, TB27, T830, TB38, T842, TM, T854, TB56, T860 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WB106C, W8128, W8126C, WB143C Wall Bracing r IR Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.83-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50SDS, HHGU5.62-SDS, HHGU7.00SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 8 HHUS26.2, HHUS28-2, HHUS210-2, HHUS40, HHU348, HHUS410, HHUS5.50/10, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26.2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUCQ1.81/11SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- SDS, HUC0410-SOS, HUCO412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11SDS, HUCQ810- SDS, HUC0612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12MVM20 For drool Inks to all SST approvals Kited below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice arAceeptance INCA), CLICK ucac FL#f1468-R5 12gl Product Model. Number or Name Product Description 1 HHUS2103, HHUS210-4 Joist Hanger 2 HRS6, HRSB, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 4 THG82, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 6 THGW33, THGW34, THGW4.3, THGW4A Joist Hanger FL*11473-RS Ssa * Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H16S, H18-2, H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALIZHETALIB,HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FL*11496-RS ,Jggg Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 H012, HD19 Bolted Hokfowns 3 HD38, HDSB, HD7B, HD9B Bolted Holdovns 4 HTT4, HTTS, HTT5-3/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL*13628-R5 Sea * Product Model. Number or Name Product Description 1 SB5/8x24, S87/8x24, SB1x30 SB Anchor Bolas 2 SSTB18, SSTB20, SSTB24, SSTB28, SSTB34, SSTBW, SST81 el., SSTB20L, SSTB24L, SSTB Anchor Bogs SSTB28L FL*13872-R4 All" Product Model. Number or Name Product Description 1 CMST12, CMST14, CMSTCI6, CS14, CS18, CS18, CS20, CS22 Coiled Straps 2 HRS6, HRSB, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI38, Straps 97 mil (12 ga) MSTI48, MSTI60, MST172, S/MST27, S/MST37, S/MST48 3 HTS16, HTS2D, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTAl Z MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, S71`292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 9 MSTA30, MSTA36, STS215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (1 a ga) 10 MSTCSS, MSTC78, STS236 Straps 88 mil (14 ga) 11 MTSIZ MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 SB1.56, SB1.81, SB2.06, SB2.37, S/82.56, S/B2.88, S/83.12, S1133.56, SB362, S/84.06, Top Flange Joist Hangers S/84.12, SB4.28, S/B4.75, SB5.50 13 S(BA2.12(8, SIBA2.12/10, S)BA2.12/12, S/BA2.12/14, S/BA4.18/8, S(BA4.Iall 0, Top Flange Joist Hangers SBA4.18/12, S(BA4.18/14 14 SIH1A Hurricane Tie 15 SIHD8S, S/HD88, S1HD1OS, S/HD10B, S/HD158, SMD15B Holdownhs 16 S(HDU4, S/HDUB, S/HDU9, SMDU11 Holdowms 17 SIJCT, S/HJCr Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16" to 3.9/16" and heights ranging from 9-1/8" to 23.15/16". Face -mount hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 36' and heights ranging from 5-6/18" to 12.7/8". Facamount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9116" to 7- IP2" and heights ranging from 2-7/8" to 19-14'. Concealed flange version (HUC) available for all models having width equal to or greater than 29/16'. Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ® Fa direct Inks to all SST approvals Noted below, COCK HERE. For additonal Information regarding Flalde's Statewide Product Approval System and MamJ-Dade County Notice of Acceptance INCA), CLICK HERE, 18 SfLBV1.56, SILBV1.81, S1LBV2.08, S/LBV2.37, S/LSV2.5e, SA.BV2.68, S/LBV3.12, Top Flange Joist Hangers S/LBV3.58, SILBV3.82, S/LBV4.06, S/LBV4.12, S/LBV4.28, SA.BV4.75, S/LBV5.50 19 SrLTT20, S/DTT2Z, S/HTT14, HTT4, HTTS Hobowns 20 SfMSTeO. SIMST72 Straps 118 mil (10 ge) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TX37 Truss Jack Connector FL*'13904-R5 AMAProduct Model. Numtnaror Norma 1 CCQM3.82SDSHDG, CCQM4.82SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.62SDSG, CCTQM5.50-SDSG, CCCQNM.82-SDSG, CCCQM4.62-SDSG, COCQM5.50-SDSG 2 ECCLOW.82G-KT, ECCLQM4.82G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLQMD5.50G-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5,50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM284, LGUM28-2, LGUM28-3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.5W.25, MBHA3.56/9.25, MBHA3.5&11.25, MBHA3.58111.88, MBHA3.56/14, MSHA3.66/16, MBHA3.68M8, MBHA5.50/7.25, M13HA5.50/9.25, MBHA5.5DM 1.25, MBHA5.50111.88, MSHA5.50(14, MBHA5.50/16, MBHA5.50118 B MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56/11.88, MSHU3.56M4, MBHU3.56116, MBHU3.56118, MBHU6.50/9.25, MBHU6.6OM1.25, MBHU5.50/11.88, MBHU5.SW14, MBHU5.50f18, MBHU5.50118 FLSIW75-RS Sm ** Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22800, SOW226W, SDVQ2&U 2 SDWC15450, SDWC15eO0 3 SDWHIMOODB, SDWH79400DB, SDWH19800DB, SDWHI WOODS, SDVVH191000DB 4 SDVIM27400G, SDWH27800G, SDWH278OOG, SDWH27100OG, SDWH2712WG 5 SDWSlS212, SDWS18300, SDWS18312, SDM16400 6 SDWSI9600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 7 SDWS22300DB, SDWS22400DB, SDWS22500DB, SOWS226000B, SDWS22800DB, SDWS221 OOODB 8 SDWS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27BOOSS, SDWS27800SS, SDW5271000SS, SDWS27120OSS 10 SOWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Descriotion Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLtM5363-R3 AM Product Model. Number or Name Product Description 1 AS 18, AS I OSS, AS 1886 18 ga. Truss Plates 2 AS 2DHS 20 ga High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL*15730-R4 Sad * ProduM Model. Number or Nema Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINK PNWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals lied below, CLICK HERE. For additional Information regarding Flodds's Statewide Product Approval System and Nerd -Dade County Notice ofAcceptance INCA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- 9/18" and heights ranging from 4-WIS" to 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/16'. 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 5/8" and heights ranging from 9-1/4" to 18". 13 LGU3.25SDS, LGU3.63SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC210Z Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 6/8" and heights ranging from 3" to 1015I18 . 17 MGLI3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face mount hangers available in widths ranging from 1-9/1W to 5- 1/8" and heights ranging from 6-15M8" to 19.1/2". 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9M8" to 34)/18" and heights ranging from 3-1/16" to 13.3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-911 W to 6" and heights ranging from 2-&8" to 11-114". FL*10667-R6 ,2g Product Motlel. Numhar or Norma Product Description 1 BA series hangers Top flange hangers available in widths ranging from 19H8" to 7- 1/8" and heights ranging from 7-18" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2' to 3- 6/8" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-&4" to 3- 6/8" and heights ranging from 9-1/4" to 24". 5 EGS, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11" to 32-1/Z'. 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-1/4" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.1/4" to 6.7/8" and heights ranging from 8.1/2" to 2W. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1/4" to 8-7/8" and heights ranging from 10-1/7to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/2'to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/W and heights ranging from 14" to W'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 9/18" and heights ranging from 18" te 28". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-9f18" and heights ranging from 5-3f8" to 13-1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 19118 tc 5- 1/2' and heights ranging from 3-7/16" to 15'. Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16'. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/8" and heights ranging from 5-3/61o, 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- ItZ' and heights ranging from 5-3/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 19/18" to 3- 518" and heights ranging from 9-1/6' to 16'. 19 JB series hangers Top flange hangers available in width of l-9/1 B" and heights ranging from 53/8" to 7-14'. 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3M6" to 13.1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals Isted below, CLICK HERE. + For additional information regarding Florke's Statewide Product Approval System and Maml-Dade County Nike ofAcceptenee (NOA), C619K ucoE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bole 2 (STB2, STB24SS, ST62-6SS) Strong -Bon 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL*16230-118 Sec * Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (77N2) 6 Titan HD (THD-H4SS, THD-HSSS, THD-CSSSS) 7 Titan Turbo (TNT) FL*M6837-R3 ,JW Product Model. Number or Name 1 X34B1016-5K X1 S1016. X1 B10164K, XQ1S1016, XQ1 B10164K 2 XLQ114T1224,XLQ11481224.2K 3 XMQ114SI224, XMQ1 1 481224-2K 4 XQ11481224,XQ114B1224-2.5K X1 1481224, XQ1 1 2S1 224, XQ1 1281224-2K 5 XU34SI016, XU34B1016-5K FL110020-RO Sea # Product Model. Number or Name 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD3461016,FPHS03481016,FPHSD34B1016.5K,FPHSD34S1214, FPHSD34B1214, FPHSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25, MSSC225, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8.25KW 8 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKWS.SS 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 8 SCS32-5/97, SCS82-5/97, SCS82-5/118, SCS82-51118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH78B1414 13 XQ1S1016,XQ1B101e-4K,XQiS1214,XQ1B1214-3.5K,XQ78S1224,XQ7881224-3K XQ114S1224, X0114B1224-2.5K X0112131224, X011281224-2K, X3461016-5K, XIS1016,X1B101e-4K,X1S1214,X1B1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor far masonry Titan 2 Screw Anchor nor Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Louge-Head Metal Set -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Seff-Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point #10.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 91 Drill Point Product Dsi cdotion Bypass Framing Drift Strut Connector Bypass Framing Ficed-Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing-toCFS Sell - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping Screws #1 D-16, #12-14, and #12-24 Strong -Drive X Metal Set -Drilling, Tapping Screws j OL U CD o 0 CU CU O O O O O E U_ O ." Cn L Q L CU .� �'/�^� v/ 0_ Q W J V c 0 cv U U) -1= 0 U) ICU O La Q CU CL U U�. O 2 V/ V ICU W M W Z Z Z Q J a SHEET NO. PA 1.2 13 I ti �„�i �Jq tin " 1