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HomeMy WebLinkAbout39849 Harvest Creek LnW>;"ro pRE�i�1LINCa ORp��aN S \psW pp`TE L`�.5 G1 0 �11` PLp,N �XA ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or An Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. FooU Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Instill. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KNVall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Ill Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V. P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Oprl Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Fact. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Ph. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Ph. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO I ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-15-20 3.5 OVERHANG OVER SGD REV. TO & PER C.M. 12-19-20 4.0 FBC 2020 CODE UPDATE ImENNAR� 1551 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 MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. O a N No Pc 7S7 50 O •• ••�� ,c r• ' `' .c�� . • O R \ 0 . C'> NAtil?`♦ To the best of the Engine's knowledge, information and belief, the structural plans and specifications contained within these drawings amply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F a U) r E °�° �8 o r� r # O N J C14 d C J lL. G di -. * # LL W nrL W 0- �M v a sX� IJL LL a u 5 Z 0 �0c LLn`m�°W N o tr O J OO m morn Q W ZC14 IL ILW ¢ � a coZ Xy0 Z O0 U � N 0 ❑ U v z N z � n Z J a N - Qf C9 L � N V Ow l/) N c 04 LU U o' C � • c < w Z coZZZ _J o a o w'.a® aE E U H X U U on 0 0U Z O nt a a Z ¢� W Z _moo U(� NO mo Z <W w O 0 W U � ' �z Sao �F a 0 �w w� a? millO v $la ° 3 �o � O rn R 0 L / J Q •— ,� N 0 U m U CD 2—, L.� N CV M o z M E C) Eo N m «j c a U _J Q JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. C S ,. .� ,1 --'-- --' n . ,e _. U�f �-�.��.. _ I :. _...:.aku ic.l.Ylr1•ia�._ ,.� s,d.---�5...IL � N� TYP @ 1 STORY A S3 H.B.T '��IIIIIIIIIIIi11111111111111111111111i1I11111�1111111111111111111111111111111111111111111111i1111111111111111111111111111111111111111111111111�=' in,I A Ii ■■�l��T�� 1 TYP _= OPENING FAMILY RM • -GARAGE VAULT . �� I�1172 CARPETt • :• • r ■■■��D� EDGE• Lu • • CN - COLUMN- VERTICALS I • . MIN - • • r E ELEV. FOR • •- - a l�■■�� - ,) • - - DIRECTLY CENTER TO PROVIDE iD PATIO APPLIANCE L •PRO - : CAFE�■■■� _ _BUILDER nwwwwr:::wwwwwwwwwwwwwwwwwwr_- © INN 00 8: CARPET • - 9'-6 ® Iorn, - 1 1 r-A /1111111111111111111111�� _ _ STORY- ��■ wwwwwwwwr • - -00 , II 1.8 II B.F. II II 16 I STORY - SUITE lOCARPET U) 1 8'-0" CLG. C14 CARPET SHOWER FL MINE us Ell, 01 OPAD - .-IIIII■III-IIIIIIIIII' - 1111111111�11111111111111111111111111111111�1111111111111111111111111111111111111111111 �111111111111111111111111111111111111111111111111111111111111111111111. H.B. TYP @ 1 STORY A S3 25-SH O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 1 S.H. 16 20 X 72 18 J X 714 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 521 X 25 4 S.H. 33 54 X 381 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or 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 ni 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" OA +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 OG SEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1111111111111111 - /:1 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 116111(TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR - - PLAN ELEV B 1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 1/4 "=1 r-0" (GARAGE/ LIVING) CO 0 0 N •\S\lllliil/�1 CCV v G h% S • • ; �V r ' �0; r$750 k : z Luz To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H a n cS 8 ar iJ C N 0 C ..1 Li 7 to °Q S ak ", W NNO� LL a a M v Y J LL LL d W 0�cc tmY 25 �Zy N t0 m 0 J 8 •r• ILL w 00 a � M2 �fAO ZN OU U�rVi� Z Z rz c, r M O X''Zn V � U 0 LLr 8 Ln N C w ir■ M z o J O zo WO 2. rz� go U W z' z Q 0 OQ oa W �O z O � O � L ap az C8 21 ¢Z W2 ¢7 ft3 N C qO �Z ='m m7 O oz z 3 0� O aw z U W � KZ aZ y W rJ Nz 3 H C)WF �$y a= Illlllllll� v 0 c O CO `` L ' cc T U22) Cq LOLO o) 'It M T Ir_ E c Ih 2 z E O . 02 m c a E 0 _ ui Q a � JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND CO i T 0 M 0 fV in OPT. REF. 0 O Cl) KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET cc O-ILL Z O2 ILL O� CVO MCn MM fD i 4 M 4 fV HOOD (� I O M 0 0 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET CD 00 I TOILET PAPER HOLDER (t — CV FIN. FLR. KITCHEN s 0 co BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0— lir Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR aW. ON BATHROOM WALL _ SHWR. o • �_ VALVES w o 00 = tO SOAP C 00 o DISH U LO o `n o • r t � o r coch O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 11. 71W.—J Fl-- I LL I LLL17 11 d OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 LL in a CO 0 2x qt 11? 00 FRAMING T r ch CO 1 /2" GYP BOARD — FIN. FLR. SHELVING CABINETS - 1'-2" TpN O - O r ce) �• 04 N CV FIN. FLR•. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/2"=V-0" 1 G� a 0 N O N CO N `a,��Ot111111//�do LE WkO,, .-.. p10 PP-73�7rr- • j = = W.. OR 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. 4 E n �$ o it � N � J 0 Lo � � A! Y, a0 Jl it LL W dJ aj f+N7 V 2 'L. a LLYE� LL 13 = 0 ' 0 F W N O O m CP ¢ m¢ Z IL ZOU a N M Z rY Lg UJCVO U 2 v z N Z Z � d � v) 1 - N C7 Z � o LL .O N w NV � W 8 in U � 8 x c C � M $w io Q Q U- E� �° o Z W Da. _® E U H 0 I_ No �a �~ °i z N ag ww _J a NO mo zLL z _ � �W a a2 Zg°= W T �w �k g �o 0 �OLO = CO L c i J r .-. Y O a C m CN r- Ln M O 2 CN t— .T� CD �LO M T' T i E Z c E O E m y � c a U JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 2 60 io 12 5� HEEL 12 -------------- — — — — — — -- ---- — T.O.M. F4 N HDR HGT. TEXTURED CEMENTITIOUS FINISH 7r ON C.M.U. (TYP.) 2" x 4" SMOOTH 1 TEXTURED SILL / BAND -------- F I al I I as I I I I I I I F.FL. —-------------------------------------- 12 5� 4' RIDGE VENT 12 �5 IINI MIENS 01010101miNIN I FRONT ELEVATION — B1 SCALE: 1 /4"= V-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M. - — — — ------------------------------------------------------------ HDR HGT. 1'-0" TEXTURED 3'-0" `�— TEXTURED _ CEMENTITIOUS CEMENTITIOUS b FINISH ON C.M.U. FINISH ON C.M.U. co co (TYP.) (TYP.) iD LEFT ELEVATION — 61 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, fell 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 properjoint 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. G� L 0 O 0 N N 0 L E t rV .��o��•• 0c•� h' s;� • ivs� • • •� N E78750 r • '0 E O F .41 AX-����` IN To the best of the Engineers knowledge, IMormation end 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 a Go — i x O N J !' 0 yCb J lL 7 c0 Jl 40 LL W OIJI �i \� rn cli LL aw a y M � 2Sz cuYf, J LL u-5 d7 S = 0 _ c o O W W C� Cr 0 _J Cj a 0. LLacV ILW Go a c.. Z U co O = U ❑❑❑ 0 co z N z z o v J — d � N � M z U 8 4-, LU 0 L. 8 N N c_ .) '. U L.LJ J C �ffi M 0` g� U_ (E E Z; oo >� ZQ Q C o E -Z'WM go W Z N C as a rc� ram+ r_ mZtt� y O WN U; 0 w0a Nw �G WZ 2 Zia 001 3: O 121) O rn L° m 0 L �` c � • � J r N .Y U C CID04 v CEO T E CDLo VJ T� O) M T T� .L 00 E c O M Z Z E E In m w M fC C n U J Q Q 1 J JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 3.1 �J L. l is t i�. _ _ ks. sacra"6 .N.-L _ , . —' - - "., _ - A_ II 1 _. IL co 3 TAB SHINGLES. ROOF - INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. F. FL. T.O.M. TEXTURED CEMENTITIOUS FIN. ON C.M.U. (TYP.) i>D 2" x 4" SMOOTH io TEXTURED SILL / BAND----,,, 12 5� 18' RIDGE VENT 6-0" - 16'-7" EXTENDED ME OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - 61 4' RIDGE VENT SCALE: 1 /4"= V-0" 12 _'_�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) �— TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ----------------------------------------------------------------------------------------------------- RIGHT ELEVATION - 61 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" 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. G� a 0 0 0 N c� N LEwko- ,,�� Mo C!•• No PE7 750 .. • cr_ / LU .. OF ; �4j ' itiil0l 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 stnx turai engineering portions of the drawing pages wring Engineer's signature and seal. Q E O M ik Q Li m C5 r- `�` G co H :W u w �LLii a w 0 Z t cc OF W00 �Cco LOB i unco Z a N Cl)Z Q y 0 Z OU U�rvn W ❑ ❑ ❑ CD M z z J a 91 13 N N Z V 0 '(S C1 ti LU W V � � O W N u �o g 8 = = t • o M o� W Z CN go aIL 0 E: E W0 go UO SO z - Na rF p O� w +�.+ L r0 < O m f O cj C .2 U Z oz z J 4w 2Z 23 LD O 2. 20 U 3 �G O �O IIIIIIIIII� O W� ZI� o f J 0 Om m c� L C O) ' J T ^ O C m l— CN Lo 2 N �— .TLO I O� r r 00 M M o Z c�6 Z E O H � m c c FL0 E uj Q a � JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 3.2 2" 2" *NOTE: VARIES 1'-10" 1 CAP CAP iv iv FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN REQUIRED BY ^ 3 1/2" RADIUS 1/2" RADIUS c� c N oo _ W SPECCOMMS IFTY NOT, 1" 2" OPENING VARIES 2" 2' ^N N 3/4" RADIUS V-5 " � DETAIL TO BE Cl) BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES �. OPENING VARIESCM 0 2� VARIES 11�11 M 12" VARIES rIN 1" 1 1 1/2" RADIUS .,,. 4" 42' ,. I j4a NINt"Nc VARIES3"3" f")CD 1" 1" 1 BASE BASE 2"„ 4 I 1'-0" N 1„ *NOTE: VARIES 8" 2" 3� FOAM TO BE USED ONLY WHEN `O T REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2 _ 1" 1'-4 f� BUILT W/ STUCCO. 2�• 2" _U 24" EDGE OF g • OPENING ' O I 1-1/2" THICK 1-1/2" THICK 10" CV �41. 10" c N c � T 0) Li CD KN C7 4„ 4 2 - 2" 4 , 3" 6 2�� 2„ iv IJ) Q fn rrS' CV n IN > Q > 1-1/2" THICK 3" 24rr cYS 2'-4" 1'-10" '�� 52' 1,-51 1'-4" 3" 54" SIN 00 I f r () 12" VARIES VARIES 2" N w - 22 VARIES VARIES 4" 8 1 1\N �1 T r---------- Cat N 00 c � 9-1 � 6" 4" KEYSTONE F11 0 OPTIONAL �) 00 KEYSTONE F11 OPTIONAL � CD� Rsh 2 44 � 3" 4 2„ r� 4" GARAGE DR. OPENING 4" ' 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1'-64, 14 12 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 5t' T-8" 7" — iv 4" T-0" 4" 1" 10" V-4" 10"CD O i� 00 C14 CV - �D ' 1" o CN 1" Rah `v N opo� M co T �4e 1„ Rio-• � 1�„ 1" GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 CD 0 co GV N co ,`>>�Olt9tilil/II�� CI), o l E.... P. � �� •' �. i i :* . ZE50013 'crz L ;7 OF . 1(J + J•'yS ......... ; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W r M O N O LoQ J LL C'j C)v a Y MM U. LL d _• 13 V ygO L 0 S W f6 = 9O W C� coo m a W Z ¢ e O N cN,) z ir NIL Z O V U_j y W ��� z N Z z t` a (n N N Z � Q� X LL w U is — � O g C N U z�L C Q g co W M i� p ZZZ Q U- E E z0 YN Q E U O Co � 20 oa 00 O E O N ao az az wz L O 3 C �o � o mo �O 20 Z C/) J <b �Z w o Z z az O w Ya C7 � O CID zl�d 03 0 c Q 2 0 °) rn m 0 L c � ' J T U L- U N r ca O) NLo LO T 2 00 M T E c T M Z z E p N C a E 0 -j ¢ o JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA1 '. AMP1 200 AMP n 200 amp 150 amp copper to fights & outlets V I I 2tt \ 1 I copper to 20 amp cads 2 copper to WH 3 copper to Dryer 1 _ or 4/0 SER Alu UNDERGROUND POWER CO. FEED jisconnect 4 Bare Cu Ground INTERSYSTEM BONDING$4 GROUNDING WIRE TERMINATION PER y 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 Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 FPc DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS — 3 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) l0 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 09 ELECTRIC METER owl ELECTRIC PANEL r DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-B1 SCALE: Ya"=1'-0" a © O 0 N 0 N co N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedficaHons 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 C> m of^ 'H = N N � N J v Q Lo 40 O G g�; 0'0 rq toCr- r-L � J LL a LL W LL wa a a ,4b� y th R J LL LL Y ' L W = 0 °1 o. •coNcp 0:0 _j z L W 00 N c) a WLo0 ZO U U_j y W aoa cD c2 Z N M Z z J d N � - N c� a Z V "o -J t V W to to 0 w $ U t— E p t �? U • Q tM ti coo C'M M W Z LL E 0 55 Y 0� g o Z® Q Co "iz g0 XV 0 z ou Q0 8" 0¢ Z rNr' r6 w w N C ar 0 Z' z Z (? -� f� C <. g ZZ � a z W �.> 3 wo <o N~ �w o o zl°d cou0 3 0 C O = O o, to c� L c � ' J T Q •— ,� N N O CL u .2 U Lo M E c N z M Z E O �i d M _ a c0 _j a o 1 3 JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 4 E H ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y cape SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . . SQINof . SQIN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 22 2 Floor 1999 1919 274 960 69 480 606.0 330.0 276.0 (Zone 1) -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — ELEV—Bl SCALE: Y4'=l'-0" I Attic Ventilation I 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft of Deck -Air Needed) 0 0 N O N CO N LElWK *• No P 7 0 :LT • tJ 10 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 Q h �O N8 L4 LL N6 O co W a�rN�aa o (9 r' r` a Z 0 0 t - Z; •�co O j Lco Z d a u) r.Nj 2 6' N O = pV cS_jrvn W DDD z N Z Z J N p XZ 63 N W Tom• V • ° 0 Lu s t� C N fa r-- in w W U 2 • w c'� ii of io Sp LL Z>� E r0 W ? .I o �Qo U -0 oa 8o z O M N i a. o ao Sao ° az z ¢w 2 rp fi C �s o z z (3) aw O W d d (Tj o¢ W u a w w J = v �I °3 O LL O ro m 0 L 0) / J T Q • � ,c N O U m U I— n' M p r = N r ,Lo �! T M T r E L N M o z z � O " Iv a U _j Q p JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 5 c d TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. 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REFER TO I Ir I I I I I=L �J�I ■' I MASON'S SLOPE FOR I ' • `1 W.H.\ •• � K CC S3 S3 I CC S3 io r _ _ I I I III WIDTH III III D.W. I I L CJ I IIII III\�_� = — — _ _ I N = ■ 16•-11 " 8'-63' - 31/2" SLOPE -3 1/2" I --� N I 7'-1$' 4--8" I 3-1/2" MIN 3000 PSI CONC. SLAB FO 2'-6'x2-6"xV-0" W/ (3} #5'S E.W. PROVIDE Y2" x 9" I - i;, L iv — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 ■: I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I MIL VISQUEEN VAPOR BARRIER BELOW FIN, FLR. T-8" 4' G I i _ _ Is3 , ........:: ........... . ...... .................:,:... . I!. JII JI..l.l..I.1.J1 I , 17 -5$' 36,_6j„ TYP @ 1 2'-6" xQ-6"x1'-O" I I ( STORY U.N.O. r I W/ (3) #5'S E.W. Ci Ci � I — � I I. '■ 10'-10$" ■: . ' I HVAC CHASE i.0 o BASED ON I LOCATIONS :.'.' . '. '. '. '.: -- ] r. — _ =r . - 11" 5�jh I c i r ' 11 I ♦■ I\ II17_2a" e2'-9' ' 2%1�IICfL \ II: io J} } _ ^� II , M to I J _.L r fV � j 1 I I I I 47i I JIIl r J lllll JJJII JJJr IIllll Jl rJJ ll Jr fllJ J!! •ll �n-!i!'IIJIIIJlII II�T%f /I rrJ IIlI JJ rr1! „%%%% \\,\\,\ ,\\••',,,\„►\4\,\\„4-�,\,,,\, „Y ,\V \„\,\\,\h,,,♦ 2' TYP @ 1 STORY U.N.O. FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU Cl) a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. ternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 a a 0 N l'Vj(Cj ,���Ii N •`�• yo j �750 .* A • • • % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 0 E g m rp� O N 8 ie = Lo' J w og�LL O j—aD N oc LL W fnm to V� WLLW a SY� J LL LL a SO = t m°qJ' 0 �S _ •�Nc_O tY O WA�pjO' IL L a a a a 7• Go j � CN MZ iry0 U U (1) ZO W _j ❑ ❑ ❑ Z N z C, z J 1 . Z v Ut S LL � U N W W p O W S � c f0 �- U 2 y c OD Q N — OD M w E 55 o� � zp E O t� Wj G � V oa W� DCL S E N <= o WZ ¢� ram-. L ads mo _ - � N O zz T 2 z Jc`ti'� zN 91 ow o Z2 a O W ,z � U LL J o �o o3 0 c O = O rn m co C7 L Q`� 0) Cal J r • � ,c N 2 C m U Cfl ~ +, Z NLo d' of r � td p 2 N r 2 ai M T- r E w N M y Z = O E w M a 0 -1 Q o JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 6 SEE 3/S5 FOR \ STANDARD GABLE END \ FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING E 151),FALSE BEAM SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM a z 2 Q W 2 U) 0 O J a J J IL GABLE END ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 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 a=oft [4:12]-[6:12] AREA ROOF 1 I 2e I 2n I 2r 1 3 3e 3r HIP -35.94 49.57 1 1 49.57 1 49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 , — ----- ----- O - 1 ROOF NAILING SCHEDULE:/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: I 0 i i) SHINGLE: 346" EXP. 1 (2Y16) or'Y32" EXP. 1 (33/16) li I r I TILE: t%32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f 2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS- 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. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 l/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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d A-1/2 K HD313 * 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 21/2" 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 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 "* 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1 /4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 1 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 6 SIN ERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINK RS & TYP (2) (14) 1/4" x 21/4" TITENS (10)1/4" x 3" WEDGE - A A (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 1 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d r SP2 1010 1 605 12-10d SPT24 1090 12-10d CJ > U U U 'A CJ 1 CJ3 CJ5 I EJ7 EJ7 I EJ7 I EJ7 I EJ7 I SIMPSON HU410 w/ (18) TITEN 1 /4" x 2 3/4" & (10) 1 Od NAI LS I 2) 2x12 #2 SYP WD. BM. w/, EJ7 I LITCH PLATE. BOTT. OF BP 18 D1 FG1 _ GE1 SIM I i Ir i WO r W C4 7 10 In co Co.. m U V 'S✓�� CJ3V CJ5V i I EJ7V V_ X (2 l Q O9 Q jl 11 1 1 I 1 11 / 1 -- QU I- rn (2) X II II i i I I I EJ7V I I EJ7V EJ7V EJ7V EJ7V EJ7VA I II � � EJ7VA Q XD Q Q I� I EJ7VA EJ7V T1 EJ7 N Q O oT LO T EJ7 Q EJ7 EJ7 —IT-1 I I CJ5 CJ3 /16" OSB I. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 HCP2 1 590 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 '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 B2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-17 ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: Y4'=1'-0" 13 a Coy 0 0 N cc `,`ttttiltll/il�t, M tE WKO�,�� o t g:59 A w *� jv Hai 0jr To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda 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. IA W 00 v r` 0 Q n ik p C.,N pp J coup iJR lL � a b aULL aW a Z rn t a 0° W7" 'rp C" cn L O J CS �Np�pjj zO' N ItDa 0 _V j (anLLZ W Z N Z z � � J Cl � to z +, W — � O W 8 N �� c d CB w c 0 N iA � �W M 0 W 50 40 � oa z N ��o gZ 9E$ W Z' W C - pUY m O J o Z z � J Qz W fW W t� N 3 ,a 3 $ <o zz av � w FL a a? C.0 � ila c�i 3 O V O � rn m 0 L c � ' a T tV ^ Y O LL M V (0 Z N (0 T LO CD 2 N t— .T M T- Er � M E CV E O 0 z° JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 7 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O Safe vertical Toad Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 101 E= I Wo. .2 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM dr GROUT SOLID �t :�4 (V Q o LU �U O #5 BAR CONT. 8F12-1 B/1 T O ' V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY F 16- B/ 1 T 6 �4 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS -Tc precas intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SRER MIN. (1) 1)REQ'D �� ALTERNATE POWERS STEEL LINTEL ° = a e • ° .M.U. #5 REBAR AT TOP C7 = e • e MIN. (1) REO'D a 1-1/2" CLEAR • ° • ° a ° Z GROUT D Z • 4 C.M.U. e 5 REBAR AT T = to w • BOTTOM OF r- re w - w 4 o-BOTTOM LINTEL CAVITY V , (~n \ O 0 ci Z REINFORCING a ¢ C7 LL 7-5/8"ACTUAL e PROVIDED IN Z O Lu N D I� D 3 REBAR AT BOTTC 8" NOMINAL WIDTH LINTEL t_ Jo W pp Qo �, .1 INDICATED (VARIES) rn o cr S ° A LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 manufacturers 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 cementibuos 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 O 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-131 SCALE: Y4'=1'-0" O 0 0 (V N 0 INKS .� P'•••• • • �1��. •:� pEi8750 r �'0 e `• F OR •• .G�,�• �O N PAS ��,.� 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. 5) n E � �p �p ro 8 N ci 0 N oiC LL 4 ib °�, :k " M ,F, a �N0 u. a Y U_ LL Wa w 0 Z tm�� O0 J C��� a 0 7' us N MM Z h 0 OU V�co Z Z oo❑ t-0 g Z N Z Z r J d N (nv) - N co Z o -1 0 0 4-1 N LL p 0- U a O w g � �N C y in (� r- U GF tiJ J " U Q _ • M M � yi w Z __J o zo E oo >� Zs ° Q O E U ao w Z CQ E f6 o $i a Z aw w r0 m� F O Z >_ i Z <w ZZ °off Z -Z W TW O � i°d ax �3 0 O 2 = O c� c � ' ca J r Q •- ,� 4) N o U C m U T �p Qi T (0 = 04 �- _ Q r• T � E N M 0 Z E o L M a U Q Q � JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. 8 r raw I. L y a w i 11- 11LWkLJL,Itti&AH�llihlti,. ­ Li:l +.w6lIIL��LI::t'�.:. 1.<.r..G... _,_. d�.l y1i.11W, :.1.;J�11�111� ��I�WIi 1�►t1■IINi�IIIWUdJIW�IIIIi�; �W(.IiiIYW�_ .Ilil L - .. 1 rul_ _ _ LIY,y .�� y NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSE D 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2, 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" y " MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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-insoection 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. IrrigatioNsprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R3 18.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - 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 - Concrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 14 1: 0 N 0 N co N M ��.• �N5 C•� t.o �'�Tg7�0 •' cv-- LLJw OF • Lij _ i 0f`�'•.� :1 F 1� • .�! �. 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. 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L. :. . ,. u� iiuLJAIA- � :. _ u:_ � . is .. � ►.-�.. _ ,r ... _ _L - _� - �- ' . ,I.. .. :� C GA • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5"(1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8"Two wood panels 3/4" wood anels or 2 x _ p 1-1/8" or two 1/2" 6000s 1.811.7 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 2x _ + 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 2x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls oversquash=20 blocks and require additional consideration. Check wall or beam below.* local building cede for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking tJse 3" NO& nails at 6" o.c. / Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NV I7VLCJ \C/�l•Cf I MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL— STD. 900 HOOK i— BOND BEAM SIMPSON MGT w/(22)10d 1 Lu NAILS TYP. `- GIRDER TRUSS w j STD. 900 J CONT. #5 CONT.I HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 118" min. 2" min. } Small gap „ 2 max. � 4 max. Clinch nails when possible Q Tight fit �l 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. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6,r A 1�" 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" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide 1-1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth Intermediate ® BC15000s 9-1/2" 11-7/8"i _End 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® 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 BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7! " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. '--,.Install tight to top flange. Joist hanger y \ 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 A- -A 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 o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ' ' • SEE PLAN FOR--'•. a .. FOUNDATION INFO STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o LOCATION OF ' SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE r, M�1 �0 J PLUMBING LINE PVC OR SCH40 SLEEVE d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q.. SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE °a. ° / °v G a 0 N N co CV ��1,Slltliiffff M C.� . G, P E. S ° ° , i,.ti A rrr� aattNt��t`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - . Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W d'E 0 Q CD � g EAU Q.2-.- Lo O' am' J V ac`a 11 rjnrI.J2 a -w _ _ a Y .46NR J LL LL d W 0 z 0 L@VO 0 0o O:@Nco OB M10 W 65 CP a r z ML 3O Go N M Z OU a d' so U5, Z ❑�❑ W Vr M V z N � z � z E3 cn z U � Om 8 w L o L. S N c n ® U d LV J 1— � t" t VI• Q N I� o w o � Zo -'z >� a E U <- RV Mg 7� z — OC14 E .p W8 Q O� W Z .,9% L ¢¢ QO WW m r� C _ a N8 H O Z z z <W N W phi p U '7 W CL 3 W LL �� m w �G `! Z H IIIIIi o F z°W %% a= I- $3 °O = O m m L c J r U M U m T o r Lo 2 N �-- L 2 a) 0) CO M LO T— r 0) b r •� N o Z Z e O N c 0- E U Q p� JOB NO : 21-4277 SCALE : AS NOTED SHEET NO. SN 1 11 1 IWi.:. L . y i _li .. ► a_ 4.a� ter. l..1 1. ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 -1 17T P') VARIES TY 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER , n e - F:�) SHINGLE ROOF, SHINGLES TO A e . s. BE IN ACCORDANCE w/ ASTM I 0° ' p 4 D7158-CLASS G or H, or ASTM of, D3161-CLASS F, IN _I I ° ACCORDANCE w/ TABLE I I I ( r R905.2.6.1, FLORIDA BUILDING = _ I I — —1 I F CODE 7TH EDITION (2020) 811 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE ")V @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL NAILER STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 r2 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C Ef d' ep00 Z_ Cl) et n 6 MIL VAPOR > z BARRIER ; p i C • • COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN, CLR. ON CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS z M • 4" 00 r SEE A/S3 OR J/S6 Tin T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH 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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" 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. 1/2" 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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x 10" "J" BOLT @ 24" O.C. W/ 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" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL R.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 2„ Lx W1.4 x W1.4 ATTACHMENTS — 2 6x6W1.4xW1.4 ° @ 24" O.C.) OR FIBERMESH —WWF OR FIBERMESH ° a ? 31/2"MIN. 3112"MIN. a 4 ELEV. 4-31/2 a ° ° ° ° ° 2x4 CONT. ° ° a A.F.F. O t> Alf ° ° ° ° ° o =C14 ° e ' 1/2"(min.)-4" ° GARAGE DEPTH VARIES ° ° ° 31/2"(min.)- 4" — ° • 31/2"(m n) - 4' - °— ° (2) #5 CONT. 41- 1'4" 8" (2) #5 CONT. 4„ rrr ,-411 8. GARAGE SLAB AT STEP rB �A MIN.TYPICAL BEARING WALL STEP_ "TYPICAL BEARING WALL STEP SHEARWALLrc%�� C"- rcC SCALE: 3/4 -1-0 S3 "SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1-0S3 CCN•��NVCJS`l oS�c��E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 905- E NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 10 ��N �o s �c� NZ�N LOAD BEARING OR INSULATION PER FBC AND ENERGY �' co 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) _ � #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING �� 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „" 11 " " „" �� 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. WI 7"EMBEDMENT (MIN. SHEAR 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR 'a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 W/ (10)10d NAILS �„ 2x P.T. PLATE r WEEP SCREED INSTALLED a �� END OF 2 x PLATE - WWF OR FIBERMESH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o e e GRADE ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A Z r> p e FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] as g m s. 4 MONO OR STEMWALL ° FOOTING MONO SHOWN FOR CLARITY D o _ _ °O 6 MIL VAPOR BARRIER C a ° = -' T „ R 1 7i8 LL' LU — — —_ ° e _ — — ° P P I=III=1 11=III= 1=I 11=I N Z #5 REINFORCING BAR , ° pI>D ° ° III-III=1 I-III=1 I I -III- z • #5 LAP SPLICE m NOTE: *FOR ° p D g III � —I I —I I —III-1 —I 1-- N COMP. SOIL. (COMPACTED TO — ° ; 36"MIN. LAP [36" MIN. LAP] ON 35 CHAIRS m g" 1�4" g° BEARING WALL I=1 I-1 1=1 I I-1 1=111- (TYP.) W/ UPLIFT ONLY _ _ _ _ _ _ _ __= I 95% MODIFIED PROCTOR ASTM _ — — 10" I I I=1 11=1 11=1 11=1 I I=I I IE 111=1 11=I 11=1 11=111=111=1 III. 1111111111 111111111111111=III=III—III=I I i l l l l I I=1 11=1 11=1 I l D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HQOK I l l l —I11=1I I —I I1=11I--- — _ l l l #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH min.) 4"/ 10d NAILS TO TRUSS TOP CHORD " FOR TRUSS = ° • ' 4 a _ a GRADE AT 24" O.C. MAX. _ " " CONNECTION INFO SEE PLAN FOR ' " a °O ! TOP OF BEAM &LAYOUT DESIGN a (1) #5 REBAR w/ OPT. SEE ROOF PLAN 00 •A CIA 'r c a; ' ° .0 ° M _ I E NCLOSURE (2) HTS20 FOR STRUCTURAL — �IS� BEAM SIZE & 4 — CONNECTION INFO M ° d' 4" MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" �S3 1/2" GYP. BD. P T 2x 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 ix j SEE TYP, WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION HOLD GYP. BD. 1/2" FROM SLAB "CAI g w o COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 010.1J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND ' .. .*A ': ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT a`. -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 13 a ' ' ' 7 •- � GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING O.H.D. RECESS •' ATTACHMENTS & 18/D1 RR D U.N.O..N. 1/2" GYPSUM WALLBOARD FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8 ATTACHMENTS EXTEND FILL CELLS c _ TO FOUNDATION PAD '' • . :. •' :.. • . ", " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' M ' ' ' • ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS oo GRADEa ° I •.. .:. 4 „ 4 I oQ TENSION 120#) CONCRETE SLAB E FILLED SOLID (SEE PLAN FOR - .'` •- = `° 6 x 6 W1.4 x W1.4 cat SIZE AND REINFORCEMENT) C7 11=III ° ° • =1 I= I=1=1' .y : •,:.::'00 ' T WWF OR FIBERMESH �, 11111111111111 1 LU o a n 0 71 I I I I I I z I I � BRICK PAVERS or SLAB PER _III p o - I=1 ! • ° a _ N a — 0-0FIN. FLR. COMMUNITY SPECS " � — I =III=III=III—III I =III=III—= w I SEE A/S3 OR J/S6 - I , I I i-f M 6 MIL VAPOR T— — — _ =I I I=I =I I=1 =III ill=l I=I I= FOOTING FOR REINF. INFO. �� 3 MIN. CLEARANCE BARRIER — — — '' I-1 i— I-1 —I I I -I i t-l—' BEYOND —' 1'-4" (1 ST RY) PAD REINFORCEMENT-)-� I—III—i 3" MIN. CLEARANCE 1'-8" (2 STC RY) 4" 4" �,� �„ SEE FOUNDATION coNc. PAD INFO. (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 314'=V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0 � 0 CO 0 N o�t451l1!/!I! tco ,s0` t E 41/K0 i,�� lr � PE78750 r r LU • -" P•�: 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. Q of It- Q p N N a J LL V N C R J 0� Noa LL0 � 7jsla_ii ��Ysnn o Z _ W Y E N !9 m O J "j. CD Ci a to N Cl) Z y O Z pV v_y W 000 Z N n z a CN U) CN v1 -J N € zC2 •U OLu V) �N c W zs U � c ¢ N 0 � 0 II� W M E = o Z 0 Ws � Y N <� Q E00 F— r6 R0 U �, oU 0 C:)p E N � L ¢o 6p az �� ms ro c C U m 0 0 oLL Z Z Z J Y Z ~Ow �20 50 a0 Wa yw O ��zyy �3 SO ol0 Mill 0 zk 0 3 O (0 m to L c � f0 T— .> O s Cm V (0 �-• r*... Z N co tt O) r C)LO rt r rn M N E M o Z z E O N N c a CO U _j Q pre JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. S3 (MONO) - _Lulu.. Iltik (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK W S 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS -1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE ALL I INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--- ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT 1 Mal • •• • _ NMI i►i1IN �'� ■00. WINlII l iMIN Willi III '1� rr� 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. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE T W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----. GARAGE DOOR ROLLER CONNECTION ASSEMBLY . `. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 , e 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. SFF 10,OD`L N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING CL VERTICAL JAM . x " J- LT AT 6-3/4"41-3/4" , 71" ,AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE 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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 FN�tiG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1 /8" THICK OVER WATER RESISTIVE BARRNE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rB@,LOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) "' 0/C FIELD ? a 2x TOP PLATE `n \f2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUD MAIN SPAN7 PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 " SPLICE NAILS TOTAL) EA. SIDE OF . 48„�PLICE STAGGERED jL-10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4b16d TOENAILS TO r P PLATE NOTE: 11-11 PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION ZX P.T. PLATE SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 as a \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSC RECESS SP4 SP4 LINTEL 17. SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING a I 2X8 P.T. BOTTOM PII.ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 " o a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING • 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES oo E SHEATHING & 8" O/C FIELD S4 o 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX (MIN (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 a 0 0 FJL. 0 N co `,�iiliii 111i� CD`.1' \_E iv r^''•, �'►,r vkP �I , e UZ ii To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� a o EEo ��pp � O N o N V LoF J J C 2 2 it LL W a u)Mo0� LL a Y u- u- a 0 Z o -1 gG W mo �iW ��a a '1. IL a N MZ a'y O z v�y OU W El 1-111 Z N M z � z� %� J0 Cl-PI V I N z -00 -8 (t3 CA LL w M .0 in a — 2 0 s rUIf am� � U � '. L.I.J J = L U ' r. 0 C 8) N (off �) M zo zWZ g E w� Q E U I—• rl7 'zoa R o 0 o ZO O E �Izu -0 �z a z ",z - �o � C # $ � o oz z - CZ J .S <w >z �Z 3: °LL az Wd �3 0 <z nj o 1 x0 I il�d v 3 0 Q c = c� L c 0) ' cc J r- Q O m ) N 2 04 LO rn (0 T 0) 00 M T E z T M z Z T = O E E N a U v ;? 'a c JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. S4 •.-,•,........ ._.. y. .. 1i_ ,; .. .. ._�.r.�.�.u.-�_ ;.r -_ .. .. �.� �.�. 11 _ Y. L, 01 I1:__:I.,�. ..1 L. W� _ I._ _ _ -,-_ _ _ _ SIMPSON HGAM11 w/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING 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 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I INTO 2" 6" 45°t z 45" t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR �A 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" 0/C. o EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (3) AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR AI S @ E d TOE NAILS @ EA.ply BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7H 6" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS OS Od NAILSH@ 6" CACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING DETAIL `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2) 16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. x WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH - SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS l BLOCKING, IN 4" FA TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. Odx3 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,, WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 wl (7)1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR co M " SEE STRUCTURAL X-BRACING, AND TOP N AND NAILING CHORD BLOCKING ;0NOTES `� SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ 1 1 1 " (2)16d NAILS -WOOD TRUSSES �o 2"x4" CROSS BRACE APPROX.8"FROM -2x4 RAT RUN BRACING 1 1 2" 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE • TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING @ 48" 0/C FOR THE (2)16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 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 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL /00Ar1C AQ QU111AfAI CnD 1_13I V1 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD '2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 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/ 10d NAILS @ 4" O.C. TYPICAL PEI GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 177' O.C. FIELD/�'JACK TRUSS / SEE PLAN FOR yr r nLo uyo r u-urm"n r rvrlq .. -_- .._ _.. _ ..... _.. _ . _ . LX4 "' I " UN I UF' Ut h'ANtL� EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 - ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 S5 12 6.9 MAX. GABLE END BRACING DETAIL GABLE TRUSS TOENAIL i (2)16d NA 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S' CJ "L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L a q �1�'I� I�I I=MI151111111111111111 o0 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 SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING '-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 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.) L—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 c4- CORNERJACK Y p- U 2 -ai w zyy ti 0 U HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 a -Il � O 0 0 0 N N 0 ,;41 V .e J • ry .1 r r 11 00 to iR 1ONP; ���1. 1lii 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 0 n Q O N N Cp J N. Lo O ;Y,W� J"a � �cN•rv� LL a �[ z O Ii 7 '� N W ti J ILZ N M z WS2 O O V U Z W c� C z Cl) Cq Z�13 z J _ C�_ V) z � V w W � a Q> —� O uu g N to YZ Ly N = o W W c A M -0 Is C" S � w M o U_ E � Zo - C W° _® Q zO O c co E ? 1 U a p a� oa 0 0U a z N f0 I- $ Ww � .8t,� 0 zU) J <� <W fZ Z ID o ao U o -¢ ZI< 0_ U 0 c CD O N rn Io 0 L C di .J •— ,c ( N O a. o 0 2 � � � N .� ui M M o z z E O y a E 0 _ ¢ o 1 3 JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. S5 :, .:+ala+ri.wua.r.aL.uWlll.l�l. :Idi:.i iYWluiILL41LJLy{.1L1 I iA 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONK. 1x4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 LL1X8 BLOCK@ SPACING 1„ DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1 /2�' DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1/2" DRYWALL 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" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH *1x4 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 21/4" DET IL STAGGERED @ 12" O.C. 1-1 hP IIFTA II 2x DETAIL A BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —"— 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL Ko'J_ SCALE: N.T.S. SS 1 /4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B --� VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4"TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX, 8 FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK 0 �JL 7/1 /11 po/4: yt7/ 71L t5" NOTCH WEB AT L\ FIRST 2 COURSE CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4 A 1/21 SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MOR TAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4- X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" ,R AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ` STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d FACE YP.) NAILS 1 d @ TRU S VERT. WEB =1L JL DI METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' +2" E @ FIRST COURSE I... SIMPSON HGA @ O.C.NOTC w! (4)1/4x1 1!2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3l4" fHE :S ` TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CCG AIl1TG ,1 ICI f11A/ BRG WALL TYPE =— PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE j STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS / THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* i W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" . P n k � P GRADE o C FF eo cal ° � R . • s' (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY Of SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" ?X O TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. IFNCTH (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'4.) SECTION @ ROOF EXTENSION rm SCALE: 3/4" = V-0" SS SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. z 0 a m U_ 0 w LL I— U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT i FOR OVERHANGS BETWEEN OVER 1 1/2" T31] CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ! '. ' , 4" OVERHANG - RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR READ. 11-011 51-011 T C C ° ° . #5 BAR >D 1.0:� ® p ° o CENTERED W/ ° H IN TOP 4 KNOCKOUT/ tv o CHAIR BLOCK MONO FOOTING -� D SIZE AND REINF. PER PLAN � o ° AND SECTION DETAILS -I ° CLEAN FILL D °EE DIRT D Z ° STANDARD o 0 90' HOOK iv #5 BAR IN FILLED CELL T� o o e. o o e p. osk- , p. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5X6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 1 2 #5x6 IN CONC. FILLED CELL fps: O 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. a 0 N O N co CV M • '� ra : ;; 7 50 � � • * O pp1 • -0 OF •. W 'r•j°##t#10l1��t,`� 0 N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a -4 o 8� 0 N � J Lo 0 ,ij r O C J LL ;n W, 9 * a0 5 ANC) IJ+ a Y a WLLU. cram+ �" _ � �, �Z2�j � L re � 0, O W iY�y0 9 pNm �� 82mrn W Z IL IL IL 20 N M z �y 0 O 00 0 _j m W ❑oo Z N z z U) J d P -p (D p (D Cz. (V Wv �U U� LU O t✓^ ! �N C N =� 3 w c Q �Q - CD M zO w z M E �. w� �O z�14 00 z N� M �� aZ 0 W - og Ww J N �o �gW - m2 �0 z= - (0J �s ab <w 2. o Z ao W T U g°g 3 Q 0w _ X ` o N Z x x o 0 IIIIIIIII' �t w� it 3 In > d. O (D 0 c� L Q) c O ' J 1� •— A/ L.L. ,c (D N 0 V U 0° U I\ = r L04 N T rn co C,4 LO t— E N "' Z z c E :: � c a U JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS X EEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB DEPTH E C PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE 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 ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A_A PROVIDE 2X4 MIN. BLOCKING AT Q.OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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- TOENAILS TO TOP COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION b 1I MIN. 2X4 #2 SPF STUDS @ —}+— 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO 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 $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS 8 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 Irl:11:h�LTi BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) L.SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO i SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT %� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SCALE: 3/4"=V-0" `-� BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. CORNER a SEE FOUNDATION PLAN FOR MORE INFO a 5" �X 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. TR 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 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 40. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL—{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 0 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/---/ L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS G� a CO 0 L N 0 N N ��,'�� •' GE IV $,c'•. S,f.. **ii C�• i50 •' ft C/J;•0 o •• ^r : lu 4 lrr w � =,• ST A� E P •: ,�� 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 n E 00 �8 01-'• 6 W inter LL w a ui13 JLLLL 0 W 0 Z0a ,0�cc U, W7' O IL NMpjZO' Wd La O _jyV z W ❑ ❑ ❑ 0 z z � z o a V Q) z 0 �4--J & " `wU Ua 0 Ln W tn C y co w � L z= c aCNiC CD w M � z � � E Zo �g a0 >� �. E ° Q0 C1 � U O� Z.8 O E N� d 0 aZ �o ¢ Z ww N� 'O oz Z z J >Z fZ W u� m 3 �� 81 .1 '0 �k C.11 o LL IIIII� o <O <� H o Y' a x Oz Z4 O1 Obi 0 � 0 c9 L c 0) c T Q � lid U o CEO (D T = �1 O) L0 N T_ 2 of M r T Z N CM o z z = E 0 y Iu ti co a 0 _j ¢ o � JOB NO : 21-4277 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 a 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 2.5 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ 1'n WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -_�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF-ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN CI SELF -ADHERED FLASHING 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- A 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 v e 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK V-4" PER PLAN V-0" PER PLAN �l SHOWER SEAT CI SELF -ADHERED FLASHING OUTSIDE CORNER w C/) m Z gl DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER 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 PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally 0- a LU a PLASTER STOP 1- fn W CONTINUOUS BACKER 0ROD & SEALANT W LU _ tY Lu �° A U) i with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O 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 WC EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 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, ]S MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER dl Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EMEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as ALLY oT o OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 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. Ila INSIDE CORNER ]i �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAANDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 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. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in cutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) O DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB , SF LATH i ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing -Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 fLJ' 0 Ril- CV 0 CV 1 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. i» 8E rr, 8Lo Q n # o N pp l z g S# LL W M rn C4 0 LL a a Y 0 aj fM 7 J U. 0- W Z_y tm.,�o W N (O ���Z � J m Q Q 'Z IL N MZ a LC X 0 0 Z OU v�y W 00❑ CD Cn Cn z N Z Z n Q � a � r N Z �4-J _ f13 Cn LL w �0 LL, 8 8 LAC �N N = ) asW L 0 C4 o W coz o Z E g1 0o �R 90 tmo o< o n: WM Do o o ao RZ a?o - r0 COW C° ms 0 z¢ Z J m� ¢w �O N ab �z W 0- a nw �1 IIIJ O CO .w. a= Or za 0 O rn e m Il- /_ J X -14 0) O a1 U m N m o O 2 (V .T� Nt T i Qi 0000 M T E c N M Z cc Z s O �; c c a U � Q 0 � JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. W P - , a - - _ _ _ Mounting Brackots (10 Gaugel 4112" x 41 l2" x 2-12" 1� BKk Cross Support (May be cut to W) See Anchor Schedule Right Bradtet (16Gauge) Bolts 1 /2y Dior. A325 Galv. (Typ.) o T o � _r *14 Self-DrNling Screws 1 asses A/C Unit Bottom Edge Hurricane Strap 3 (Typical: 31n front) Washers T Front Cross Support Self -Locking puts (May be cut to W) Left Bradiet (16 Gauge) N 14 Self -Drilling Strews Thru Brackets 3 Back Cross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) spec.hc ,auo�labae .baaala.rions arc prennbasalutlIii M .ula � Haaeriuoe Air N..ill 61W t ltri i4se and Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail P1sR i a l 1 &2021 Enm or 20 20 Dim Pwkft an 111- version ktaluleaturar Caged Gadneraun0an Wide id Or WIIdot*d fitted FK Appruvd led at" Affirmation 2970 Smart Vent Products, Inc. Michael Graham Hermes F. Nurere, P.E. Ladle Banuden P.E. 12MOM20 12nart020 12282070 AppM d Cdeaay: Structural Comp men s (a77)441 A38S P&73778 (334) 3W-1aOD BWCdapory. Products ketrodseedasa Result a hbe.mamentaam New Technology Canptrnn E1elhad E v) uabm Roped from a Rates RepdaredArchted or s Licensed Fiends Prtlmdmal Engineer yet Product Ommloban 9MIRVAUMMFE aa Approved tar Use ApproVedta I,NVKZ Bad Uae knout I:�aEnt oNkm Pressurerrortyrrt 1 ModeI M5NF510 Duel Function Flood and Wldldaboun Va 721312020 Yes Yes NIA +10DA700 2 SmsdVem Mods#154O511 DWI Function Flood and Verdll.Ibn Wm 12A12020 Yes Yes NJA +1 ODA 100 3 SrmrtVad Moae1e1540320 Inwbled Fbm.Vail 12/312M Yes Yes NIA +100A100 4 &-tv.'d Modal*1540.521 Insut.led Flood Vmi 1211120243 Yea Yaa NIA .100A100 a 9mrtVrd Me&#1840524 IsLeuor; Garage Door Flood Wnl 12A712020 Yea Yes NIA WA 6 SurrtVem Medal 0184MYO Wood Y(4s1 insulated Flood Vero 12W2020 Yea Yes NIA .1 Oak 100 9mrtVmt Made] 01540,674 14.SBquot Garage Dour Flood Vent 12r312020 Yes Yes NIA WA Florida Dapertrnart of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pyp1al 1f141S21 lyaiy«won Yradiadurr, COnYsd ralanerauWm al Validated By �f W s. m� InICArovel Agr vQ�i Revision 2020 Dmeei Models. Inc. Jasm Shuffew Zachary RLodes Belden Poled LoBelden P.E. 08m02020 QW92020 011 2020 10113f2020 Ap(vwed CaNiaary: ROW* i502) 303-1511 P&74021 (334) 3001SDO &OCdegw. Motel Racing hnunate®dour nl.mm oapplarm Mdhod: Evaluation Reped from a Flaryha Ra11s1emd Archtod or. LWenaed Flares Prari.lond Engineer LUInMAUWAM - Bad � Approved to use Agdfaw Impact RF9lm NO"- Maas Product Me. ML pp a KY Badues on IGmmZ Resistant pressun 1 Dread Metal Roafing Systems DMC 100NS; DMC 15088, DMC 1755, DMC 200S, 121m1/2025 Yee No NIA +0A160 OMC SV Florida Depar6Ttent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pulp 1or) lflf= gppg d!]gly BYE 292 Deft pendime BYt )(fOigD MramdEraB)< small f0absuillgtau Ste®( udwm Submitted FSCAeoraval Amm19d Mluan R.vluion 2020 7hemla-Tru Corporation Sieve Jasprsen Lyndon F. echmkk, P.E. Ryan J. Xiig. P.E. 0T23r2020 07112r"m 072ar1020 101132020 Apprrred Category: E uarlor Doom 000, 843-7428 PE-43409 1813) 787-SS8 illeeragory. Swinging E trlor Dar Assn elea m slasplummedlertN.00 Cuu plfanu hundred: EY.1-fied Roped torn. re Florida Registered Achited or a Licensed Flerkk Professional Engineer '�. itg$ ProdataerhuL laappror agarProduact Described 91amEAYEOBtt consumer.liblooslors-data AnzwMfor Use AogmaamuMa 19.KYNZ O Imp" 219M Thor-s-Tm Rbr-Claese ands oob-6hr Normal S8A39;88grct;lelpad8quot: Opaque 1213irWl No Y- Yes WA Corporate Edge Fiberglass Shole Door reswbpOutrei g: X configuration) 2 b.T came-Tru RberQessm and 6lnoom-0Ier Nollnel86f39;86quptlmpeatBgW:Opeque 12131fMI No Yw Yes WA OrnpoaEa Edo. Fbarpase $look Door with Sldene(s) OnawhgAxdsetng: XO. OX or OXO Oamguratirns) 3 c. Therrne-TN For-Chede and SmoatRSer Nominal S&M;S bquOtlmpeaA6W: Op We 12131 rMI No You You WA Composite Edge Fbarg... Double Does with or Mbrrt Salaam(h. i.91OLI dog; XX or OXXO caMgurabm.) 4 6. Vienne-Tru Fiber -Classic and Smooth -Star Nominal 8b13S;O bquaitlmpsdbgWL Opaque 121312021 No Yes Yes WA Composite Edge Fberglass Single Door (1-in rou-mg: X emaoursban) 5 e.T e-.Tru Fib.--i. end Snot-S1er Namhsl aa40s;o OP. qua 12AifMI No Yes Yes WA Compake Edge Fbrglass Shpla Dar wan SWette(s) OnsehpAxdnvinQ: XO. OX or OXO cmn0urat ons) 8 fThumrTru Flbr-Classic and SmodlrShr Nanha16dJ139;O bquctlmpuabqud: opaque 12AMI No Y. You WA Crsnpaske Edge Fiberglass Double Deer with a Moat Sidd t.e (hssIrlpfOune g, XX or OXXO gmmgurall-I 7 g. Th-Tru RberOessk: end Smooth -Star Ncmhal66.f39;8 bquotlmped8qual: Crowd 17alf=1 No Y. Yea WA Canpoek. Edge Fb. 0... Shple Dom (meMxgAnbwtinp; X cadtguresm) a I. Tho-Tru fiber{4ssk: and Smmm-Sr NonhsI6J1oa;5 AquWmp.dbquot Glared 12AlfMi No Yes Yes WA Canpoet. Edge Fla.0..s Single Door wm AOeile(f) gn-ingAJuteMee. XO. OX or OXO .aMgurauon.) g L Thrma-TN Fber-Classic and Smooth -Sir Nominal 68y39;8 &quctlmprd&quot: Glared 12131fmi No Yes You WA Oanposto Edge Fiberglass Double Dar wall or wgnwt SWORN (hwIrglOumondi; XX or OXXO cannpuratlons) OtyANA�, Accrued for Use Apprinsid„for t e Impact Deshm yea - _ gal ram d dalgp g>amC E�din>ate II37 nu Oushild, KWHL IEtlalte: E� 12 I. TMmvi-Tru Fbur�lesdc end Smooth-ar Nonhd 8&M,'D bquotlmp d6queo; Glazed twi12041 No Yee Yea N7A composts Edge Fbarglur. .Oqubla 0- In or wibaut SWaaee IhwsnpOJlw4rlp XX or OXXO ."guratlmr Florida Department of Business Is Professional Regulation Building Codes and Standards Product Approval Application Detail pug• I or 1dy7m1 gm m � MM VersionY!M cards"�gggpj-ygg�g %pml led By ytpd�d ± PBC AmroW Aborigine amR ion Revis2D20 POTinduatrles Jena Rowadd Mani -Dude BCCO -CER M1.n+D.d.B000-VAL 11/10=29 1WZV 020 112420Z0 Approued Cae.gory: Smell. Dose (941)4afi-0100 (788) 315.2SK 6d,Ca<e9•7a Bad" E.W. Dour Assnnbk.. Iran Mop9bm bi.s,c Catpa-hu.amd-. Crrieceion Mom or Listing om OuWft Assurance Approved far IOU Approyed fee the mean codart ilea BoeAlrl in NMKz 2addLt= ambm 0 SGO3n570 (Lerys. 2":Impaa) WrA Sliding 01- Dora o4J14r"l Yea You Yes WA February 12, 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 CategoryiSubcategory Manufacturer Product Description Approval Numbe s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12131/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 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 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-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 15Ib Felt Underiayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 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-T1e see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approwl at plan review. I understand that at the time of inspection of these products, the following information must be awilable to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Departrlent of Business & Professional Regulation F"01 a3 Building Codas and Standards 117m21 Product Approval Application Detall 0111 Do BYE Oft PandDa am bm sancta YEudiagaitif 2OW Paglasr.►lmm Validated ar )M1 taw asmaw EW plu o®Itl Sawa aim R".1ad 2020 Therm•Tru Corporation at.. Jaspa.en Lyndon F. Schmidt, P.E Ryan J. sing, P.E. 07232020 07/12u2020 07292020 10113R020 Appraed cdepary: Eatanaropus (800) 8434628 P&4340g (Si3) 767-9555 SubCahgory: SMnging Edrker Door Avsamt8as eWperom@glsrarhtl.co Ocap6ag. Named: a ludion Report Iran a m Florida ReglateredArchkea or a Licensed Florida Prormlor d Engineer 9almrBms a Aoaer.eta uee Aoorowd tr Uee kaw dlIam 1a Prodrd Motel. MatlbrarNwo �1Q(j gp ds KW SON" rismia" 1 a.Th.rmfl-Tru Rber-Clesdc and Smooth-ffiar Nominal 66838;84ntiscCnpeaBWot Opaque 120112021 Yea Yes Yee WA Cbrp0Nts Edge Fibrg63ssSingle .Door (h.dn9R%d%wIgg, X cOntguradoo) 2 b.Thom-Tnr Rber-Gnaic erd Seno8f81pr Nannel SAA39,8 tcina ;kimetkid; Opaque 12/1112021 Yes Yes Yes WA composite Edge Fiber" Ship Door wkh SIr)M") (1rwmra )usmrq, XO. OXor OXO c fwrafarm) 3 c. Therms-Tm Fber-Ge.dc and Smooth -Sir Narind G&W.$ &qud;snpaat&q..t Opaque 1203112021 Yee Yee Yea WA Carpeebe Edge FlOeroags Double Dow %to or wtho t Sldtltes rmsnunWoutinAng; XX or OXXD configurations) 4 d. TrmmlaTru Rber-cYwdc and BmocN-Shr Nominal 8613008goa;hp%ct&Wot Opaque 12/3112021 Yea Yes Yn WA composite Edge Rbargbsa Singl. Door (hsMniplOut wing:X emiqurstiml 5 e. Therma-Tru Fiber -Classic and 8modh-81hm NmMal 860390 8pua:krpaa8qua; Opepro 12614021 Yes Ya Yes WA Carpoft live Freralaaa Single Door Wan Siddte(a)(In.didega -Ing; XO. OXorOXO rnnfia+rdlans) 6 f. Theme-Ttu Flber-099sic and SnnadMsar Nemind 684130A"cuorea dAquot Opaque 12012021 Yes Yes Yes WA Canpla to Sup Flbergums Double Docrwe0n or without Siddtm ti e.MnglOUt"N; XX a OXXO mwretiaw 7 IL ThonrarTru FtbovCtesdc and Smooth -Star Narild68199,8 aggel:MpaaBWet Glazed 1201/2021 Yea Yes Yee WA Cafpoate Edge febartjrse Simple Door (Inswmgout-Ing; X cmtgurnm) 4 h. Th#nne Tru Rbsr,Clasdeand SmoeM-Star Nominal 69#39;6"ptAryxdaqud: Gleted 42OW021 Yes Yea Ysa WA CmpodU Edge Rbr4ads Single Door with SiUella(s),(IneMmplow"Id i; X01 OX or oXO conagurdlon.) 8 I, Thermo -I'm Fibr:Classlc and rrpotn-Star Noland Bb1Xfg:8 dqugt:ltrpag8qud: Closed 12GI2021 Y. Yee You WA Composite Edge Rboryless Double 0Wwkh a .thud Siadlat(In h eprutswing; XX or OXXO conoudimsl 10 ), Thrrm-Tru Fla -O.". and Sdo.0 Bow NaNnd 881390 dgoohanpad8qud: Oozed i2312021 Yes Yes You WA Co,002im Sea. Flbrob"Smple caar (h"nt+0uowmg: X amtguratlory 11 k. Therms-Tra Fbcr-Classic and Smooth -SW Nmind 48139P 6o a:hpadequot Glazed 12/312021 You; Yes Yes WA composite Edge Flbrgges single o00r Wan SWdtNs) (Irmeingpaswirg: XO, OX or OXO conlgJrotierm 12 1. Thenw.Tru Fler-M.W. and L4rnaal-atsr Narrow 881KflO bglla:illpeldwat Glazed tYJ1rz021 Yes Yes Yes WA CmptaKe Edo. FRWgMu Double oath will or wthout S ludbas sins woolOutsaing; XX or OXXO configurational 13 m. Thatma-TIu Fiber-pX.ie and Stnodh4k.r Nominal 881311;8 Apd!:hpsdBqu.I;Opaque 12/312021 Yes Yes Yes WA cmpogt. adpe Flaergt..s Single Doorrth agaa;Na ImpadBquatadelled.) (n""Glouteallg; XO, OX a OXO eonllgumdar) 14 n. Th-T. Ple-les l-nd.0; ..0 -M r Nomind G&A39;83gaa;hped8grd: Opaque 12012C21 You Yes Yes WA composite Edge Fl6rate. Double D-0 4qud:Non-Inpeadgirt Sidelkss OnardndOutsueing: oxx0 Cgitfpuroali 15 qTh.-Tru Rbau-ClsWoand Smolt Bier Nominal 8fae3f0.SquairWaaquot Opaque 12312021 You Yee Yee WA Calponts Erica Flbwpless. Single Door wkh &quet:mii- nteaadtlot Slddte(d (heehngu0ucaing: xo.OX or OXO cmligundan) is p. Ins-Tru Rbeo-Llsssle and 8moah8rr NadrW 8&03508Wd;tnpa6qud; Opaque 12012021 Yee Yes Yes WA C-petits Edge Flbrplass Doubt. 0-IM Bqp-1;N rlmpao1Aq,.t Sulaika (Inserina0AWnp: OXXO-MVL-ti-) 17 q Tmemro-Tru Rber4lessicand8modh4tar Nominal fi&MdI Sgod:Np lrnp dBqud; Opaque 12012021 Yes Yes No WA C 1poshe Edge Flbrgbss Single Ocor (in"ngfOWsaina: X cmtiguatlpn) 18 r. 7h-.Tru Fiber-CNssi and Smooth -Star Nrdnd 66M;B agrd;N-Impadaqua: Opaque 12/312021 Yes Yes No WA corrodes. Ease Finalgi su Stag[. Dori th Sddl e(s) (irevingiCutapup: XO. OXor OXO configurations) is a. Th.me-Tm Fbol-auladc and Smooth-Shr Nominal e8R3B,$Squa;Nm-IrlpaCtaaa:Opaque f2131,=1 Ym You No WA Cargaea. Edge Fibarglass Doubt. Door YAIh or wall OM Slddkes OnednWOulsawm9; )0(a OXXO cchl4Nratlond 20 LTher e•Tru Flb-Casslc and 9mogtR&.r Nominal 861390 aqucr;Nan-Impace%qut;Opaque 12/3112021 Yes Yes No WA C.r~. Edo Flbsnglhs S.O. Door 01aWna'Ot+hwing,X acnlgurstlon) 21 u.Themr.Tm Rber.GYesde andemeoln-81er Nominal O&OWD a9ad;,Non-ump.d&qud; Opaque 12MI2021 Yes Yes No WA Campos" Edge ftwvla% Single Open win Slddtrs) (Ilood gnouse rg; X0. OX or OXO cantprt&Im9) 22 v, Thermo -Tug Ftor-geedc and S 60th-SW NaHnd 09"'.0&MOrNm•ImpeWqud:Opaque 12/312021 Yee Yes No WA Cdnpodta Eegq FlDergfi Doube Qw wa, a wOrad sldaibas (InemrgfOdswlnp; XX or OXXO Callgur.H.41 23 w.Therms-Tru Flbr-Cowie and amodMStar Nominal 09#30.8 agaa:Nan-Irrpead:wa: Glazed i21312021 Vm Yea No WA Crrpa.ea Edge Fib.VM-slips. Odor (Inled- K),dealoo: X cmigumam) 24 x. Therm-Tru Fkw-Olas* and Smooth-8w Nominal 46MA a zpa;Norrbnpad8wd: Glassid 12012021 Yea Yet No WA Cmpaalla Edge Fiberglass Sin(1e.Dna with 6edtra) {Imr9nyDd.Wrg; XO, OX a OXO oadoundlons) 25 y. Therma-Tru Fber-Claedc and SmobN-Star Na root 6E138;8 "oud Nm-Itrpeabqua: Olezed 1201=1 Yes Yea No WA composite "a Abrgbss Double D-Ith r vrthctd SWdtss (Ins\wnge0uhning; XX a OXXO aafts"lgnn 26 z marma-Tru FDer-G7asstc and Smodn-Star Nadnd SM.108gWL1NpNmpnaBqua: Glazed 12012021 Yea Yea W WA compasses Edge Rbrgb" Single Door (hsulngWNiwing: X emtprradon) 27 za. Thrma,1M Fter-gesslc and Smodgr9ar Namnd 881119O 8g9at:Nan-ImpadAqua: Oozed 121312021 Yes Yea No WA composite Edge F1Darglafs single Door with sedelib(a) nrrMngOutsVire: XO. OX or OXO -fguretions) 28 sic Thrum-Tm Fbr&l.sdo end9rodRSln Nominal 49M.1D 8Wd:Narlmpactbqua: Glezad 121J12021 You You No WA Canpoata Edge Mbryess Double Dar M0r or wand SIdellb s CkWM.pRttitxeing: XX or OXXO cmfiglrmliona) Florida Department oral Business & Proliesslonal Regulation pug. i d2 Willing Codes and Standards I&MI Product Approval Applic Allan Detail raft Iran V W- Manufacturer i�otagl Entry naaka.a. vatdandp. y (ga ?ism itSAEa@]at Approved so& R4mwm 2D20 Thelma-Tru Carpodtlon Esau Jasparsm Lyndon F. Schmidt, P.E. Ryan J. long, P.E. 10113m2D 07/122020 074WO20 10113=20 Approved lgtagry. EaW. Dcrs (BOO) 843-7628 PE-43409 (813)767-6855 "Cabeery: Swinging FA dal Does AdrrmNas akrperarn@brman.4o cemplMcalMthe & EN.usm Report tom a m Florida Reglstamq Architect .. Licensed Flaide Prdeai-al Engineer gueCLAkl uu m Acauravedfieruess Indecorous far Dee kind 20M it" ageELgumma sauuld.EskxkwAae Ia1flpS 2amamm sAggtst Emma& 1 a. Tmnma-Tru Fber-Cln9 c! pqSnlorMn-Saar Na root 88139:6 AquetNen-I pac"al: Opaque IZ312021 No Yes NO WA Cmapoolte Edge Fbaplass Bogle )Jos (Insamp'Outsuring; X confiprrebm) Florida Department of Business & Professional Regulation Building Codes and Sterldards Product approval Application Detail Pep.i d2 10512021 2t" Entity or Jbta BoleGo, paruana101N an V,,i- !! coolant EndrnraLlceoeu FBC Apprmrel Agee mma Reiman 2020 MI W edawa and Deers red SNargr Lus Roberto Lmas Steven M. Mien. PE 1000s12020 10A82020 1011u2020 121152020 Appro ed ceinqw, EuNd rDer. (717)3rn53300 PE62514 (717).3173454 elbCatagory: slump Warier Doan AssembM. bdtlhl>l mlw4.can CampNance Nobad Ev4N0110 Report tan a Fled& Registered Achllect era Ucrneed Florida elanstamalE Prdass)ond &)go MItaB Reel`huadd.NL:`ralt.rtal M)II�LA> aaamLoomme f0rt{EB Aanraved IaMI)ddi ouludde.tL1Qli da s__ kno ilWirnt gniaa P-re 1 9ERIE9420ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 121312024 No Yes NO WA 1433146quofx60Aqud; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIFS 420 ALUMINUM SOD OX XO, XX 12A12024 No Yee No WA 988qudv. 80Agre5 NON -REINFORCED 3 SERIES 420 ALUMINU M SGO RENFORCED SERIES 42C ALUMINUM SGG REINFORCED OXO 120111024 No Yap Na N/A 145.3"quatXanclual; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12Y 2024 No Yes No WA XO, )M9%quaAMqud: 5 SERIES 42DALUM04UM EGO REINFORCED SERIES 42C ALUMINUM SOD REINFORCED XXX 12A12024 No Yes Na' NIA aqu 143a:a966qud; Florida Department of Business if Professional Regulation pag.t d2 Building Codes and Standards 1021n1 Product Approval Application Detail fob inl&.K WA am this Famarms ]kpE version Manufacturer owed 0nabler a uosrre Yallealsd ey yyidged SL&Inked FSC Amours AaalaJa9 , F!"alerl 2020 Wayne-Dake" a dwdon ofOvenhead Door Dw.yn. Raman Jchn E. Sites JelRey P. Arc -. P.E. 10/1212020 092a2020 10/73/2020 12M62020 Appliqued corporation (330)703N1121 PE-51737 (904)821-5200 Category. 6tedor Doors dkanistamyne-lotion c EWCabaar. Sectional Exterior Doer Anesrblls, OIII Carpli-Aftehod: Evalualion Repo" from a Fiohde RagisleNdArehftect "a Licensed Flodds Proles 0nad Enorm er ita.t Contract GmlrrlmOhue AmrrnedTo-rlae Abrryedfour Lt. Stab 11HvKZ ootdcb XNI2 It Reran re 3 W0016100'd200.11105 S&139: Mo. ift. 1444IMS: Mao hoot. O zing 121312023 N0 Yee Yes +31.0WA 5.00 - avdlable In ecp a it telo idlde section. 10 8000B10018200f1123 I54LI ;Mar lsrdgn: 148i131; Max Instant. mating 1273112023 No Yea Yea +30.WJ-33.90 a"llabte In top or Intennedlds section. ^W ^W Cu O O U .� cc O CU O O O CZ O W O LL CU N � o CL -40 W IZ Q Q z z W J N W Z co CU O > L O U O 0 CID 1..1..1 F- O L ICU W Q W z J z Q J SHEET NO, PA 1.0. Lr Florida Department of Business & Professional Regulation past I al Building Codes and Standards t&ZQI Product Approval Application Detail salt drift at gilt Bat ado pemna an rat yloim MOKEAWK gala: aodouLLugidt Vd dim Vddot zwa aam i Ae1m>W alma R.4smn 2020 Crrles Dlvtdm a AADO. Inc. Tan Ramey UL LLC Troy Seipp. P.E. 12MOr2D20 UA1112020 12212020 Appromed Daughter. exterior (841)494-2813 (854)947-ONO SubCa4po7- Edsnsr Dow Cariporante ran reaeyLLfwablq.ea Complance Method Catl6nlm hit( a Ussing rn Fterialwas introduce, - 9sImCAmltance Amrmadfarliss Accessed for Use lsgo_.. gooier Jid2 product 0 maotaD halfi L oulall" Kunst! null" Emma 1 WT. 707, FA, 747, 757. 777, and 847 Single and Pairs of Flush, Caused, and Wuverod single and pain of 1 W12025 Yin Y. Yes WA Dom hollow mdit 40011, Florida Department of Business & Professional Regulation Pop I a Building Codes and Standards )rrmzl Product approval Application Detail 22& anew or Milt Ian geit.Psndm Jam lirm Haulm slmvpdiloc 17rotsd Eoolastildwaat Xeddom Vlaflirat Amkm=d Mho mYI Aaomall syid R.W.I. 2920 An NAndoers and Doors Brent Stl/rgw AmmaN n chbodund Steen k4 Uich. PE 112020 2r2I la=020 11282020 Apprwerd ear$gay: Windows t7171365.3300 MeauAclurars AssacMioe (717)317.4454 "CeYOorY. Fled bdrsgergmhrd can 0-taffena YMod CwWk a on Marc or Liaing 91WmLAmgms. AasYetigcglr dmrmoddaMALLt ldppd gltlm a.oe Product YoM. Number Or arm Product DAD i t In tmz film Ito &!mire 1 1e5 PW 73. 72 insulated %we 04e)32023 He -Yes No -WI-60 Florida Department of Business & Professional Regulation Building Codas and Slantlerds Product Approval Application Detail P.pe i al 1412021 QU piney or gain Rea UK* .el MIM no rm Nation moside em contact EDAMOL LWM Veld Wd SW md" Ig)tn= j:acAmrovd Amtalai am& FWASion 2020 Japan Forces Bdgng.Plutlucts. Ina. Chad Dlecks V. Andrew Tenn John S0lManJ. P. E. 01A52021 IW1412020 OIA W021 deg FBC Appn Cotentin pang"is 490915454359 PB91862 (35Z)W-2WS "Coory: 8141's ch.d.diorckwigamrha of Compliance Msrhoct Ewlu dean Report tan a a - Fields Registered Architect ors U-sed Florida Praewbnd Enamar OiL GeYmLAYY[mte. 4110rowedfg!!N Amoved for Use IBM pedw trffi! Product Yodel.NmbarParis Product DJRCFkMM f4fgrKiza&ssaaltt in my% out" KM RodsMM Pressure 1 Crhgenittop Indng ilb-wmentlapskkhg 1WV2O23 Yes Yet NIA WA 2 HwdaPlank lap Sdkg ibwr m a lop skesg 1213711023 Yes Yes NIA WA %rda Department of Business & Prafasaionai Regulation Building Codes and Stairdards Product Approval Application Detail Papa 1 a1 la=1 ratio eager Or 20 Bea Despondent mils rBa ynim lLLm lm fmotari IOWM tA.U= a xgwiwm Yoko" llibmdsit F)i Lanocoml but ma RAM Redakn 2020 L.Vp ThotnMon, Ina. tW Thompson ArWtit4surd Tony Chitdmen Zschary R. prleat Steven M Utah, PE OaM712om amalma 0027f2020 12A5=20 Appr-d Mods Cemnany(TAMOOI 013)240-3456 PC-74021 (71?)3174484 capow. Roosts tonyog.raoatodhg.Can FilCapoiy: Roping Accessories that Are an integral Port Gran Roping System Complanc4 YMod Evabation Report tom a Flmds Roll and Mandew rd Uanead R0rlde Flaesslond En(aleer . -outlaw Aorffmm Alersvedfor Uto Abumdfr Use tme.Ki Design aced EmOstDescription gel I, HvHz 2WMW. ma Basisi" pressure 1 TAMCD Flat Top 0%radga Vend with BMe tar Tie 26 go. dirk roar -data with arm osnw 28 Yeti Yes NAL WA 2 TAMCO Gooseneck Vard 26 go. oaKwam No Yes NIA WAS26 3 TAMCO Off -Rego Roo Vast WO Be1M 26 ga. static roof vo"Ww with waaraeabd0e 011099 28 Yea Ya "A WA 4 TAMCO Round roP 01 RIOge Vent with Bathe rw min 26 tie, Meanroof soap Wa wth boas OWMI 26 Yes Yes NIA WA Florida Department of Bushels & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel 0(2 Building Codes and Standards tS2W1 Product Approval Application Detail lira► Yxtlau Manasseh- contact EosibteiJlrsrm ygmded err kdwod ilid MAD Apprmai a d& RVAGIon 2020 MI Wndows and Doors BratSM[Mm AmenM Amhbctunl Stearn M. Ukfi. PE 11A72D2o 11MV2020 11,7712020 Approved ealaw.. Wlnd"s (717)3SS-.3a00 Mdnuheheare Association (717131741454 SubCWporn... Single Hung bsenngalliernvrdtom C-Vllen N.dwd: Cadiieati. Mark or LLWeg At" RAY seat Nmbr a mama Product Deportation lm NVNZ Oltllds HVHZ RedstM I'.@mlre 2 165 SH 52102 Rn)Flangt Frame JWSG 8n01e Hung 10/00=3 W Yee No -WI-SO Laminated Oboe Fbrido Department of Buslnsss & Professional Regulation P.1le 1 at BuilddngCodes and Standards WZ11 Product Approval Application Dealt 9" ! am !ills DaLL.BLLdga Rda IVBt Vmion Immbmeus Smut Mr aids or au- validated by Yt ftd al"saw F2Q Aral Aoorted Ruda Afamakn 2D20 PGTlnd,#Am Jose Roaowdd Miami,006 BCCO-CER Miami -Dade 9=0-VAL 11A15M20 tiJDVA20 11AIrI820 1Wpoad ceapoy: Wmdewa (941)486-0100 (786) 315.2590 A1bCsapoty¢ Fhrod IrctaweMlapglnduaoaLC Carpll-Not ad: Cwtlla9m Men or Listing *n IF 9rLLAframe AMIGZNV LUU boat Ream Jlaermwd urea. Mai tam. Product Description contract ffedretio. ad, In HVHZ Gullidder HVHZ Raildial 5 PW5520 (Leiga MMae impel) Vey) FKM Wndow Ur,=025 Yes Yes Yes MMIA Florida Department of Business & Profess formal Regulation SLM tg Codes and StarKbrds Product Approval Application Detail Peps t at tar= Entivor Rtit at l>rtePKAm an rat vw lm ! gaLLird Enamor&Lr a U ]Mkiam tamed Fac RROIM hLKM i aim ReaWW 2920 Al6ka Nld(Thompson Lpdan F. Schmidt. P.E. Ryan J. king. P.E. 102012020 i012WIXIO 1V=1120 12A5FA20 App-M caep0ly: Panel Walls (330) 922-2389 P643409 (413) 7S741555 SiaCaagrY Sdnts nmmipsm®aldda.can cearpllw a t YMod E"Wisaon Repas1 tam a Fla ft Registered AM~ are Uansad Paddle Raerknd Ersgeaar .. LgMpgWe, Appranledfr Una AOWOv.dtr Us* jglp0,r( poshan a.a+ Product YeM. Nmbr or Nmma cosw C@tdm Q9n IS WHE oubw RVNZ a!ffiym pressure 1 e. &Wot2T84. A Solt Werra Sold Wry! 8.NH 13 2021 No Yea No WA 2 to: 8oad:Alliar a 74&slo t: Sat Vont or Sold Nmd S.M 12012021 No Yes No WA Florida Department of Business & Professional Regulation Ptgelai Building Codes and Standards 110=1 Product Approval Application Detall g a Eoeecce am tau lad.Fiu¢m era TIM VtlLm Namrfhmaw ca tart lilABtxi Neat wwrad err vdkk II SL&rJnd PW Amasses Asargma alma Realskn 2020 Flodds Mines Product Inc. Clam Jones Janes L. author, P.E.Q Sawn M. Urktq PE DIVURD2.0 Dernim20 101MON 12RWN20 Npproed Caaaai)r: Rooln9 (904)783840D CSUCK Engineering (717)317-0454 eWCdagom Flooding Abaemod. mid an an drk@11r„eo oom PE-31242 Integral Pen *fine. Rooting System Gang er"'Midland: Eveludlon Report from W Fields RepiaterodAmndoot as Wanted Flood$ prolosslaw "now ....aujillwAssuranct AmareEM trU$$ Approval ter Use, ft= EtdM i13dE 3-FLAMCO&gmn:RV 10 RkipWatilwol; Alum for banned root fabricatetl 17137�r2024 $e1Yes she N/A a! a tom 0.025' Alulnktum Ap.l di Florida Department of B(ulreas & Professional Regulation paaat ai 117=1 Building Codes and Standarda Wf= Product Approval Application Datall a" am 20218" 20 Mot Version lYmd;Swra Conrad didner A Ukones VWMr4e aw vdkm a aim PISCAnorwalalgJa afna Relesien 2020 Mined Praection P duds, I.I.C. Tim Rewnem Walker Ana Jr„ RE John W. K narwwh. PE DWO62020 09082120 10012020 12A52020 Approed Gaepay: are M (964) NO-7645 PE-41167 (054) 772-5224 subcdeg.rr: &inn Panda t(ntrobltlsOnQiAPWm.pan carnpFatae NOMW: Evaluation Report kcen a Fiona RegldeNdArdslkct a a UW.d Floods Pronesslned Blow Anomanted he U, A--ld for lee fit; gift AMA Product Mrk& N1drr or Mum garital3FaAt>tiongda ig HM outside t&Rt assislad Pressure 1 20 Gage Govenimd Sad Storm FandsAiV147 Corm"d Galwnind&W RWM PineM restaed 171312021 Y. Yes Yes WA or na by banks 1. prrlde henkone pclacem. 2 24 Opt Odvanized Sted Storm PanouWHVHZ Conldewa GaMalxsd 9d Slam Panels retained 12/312021 No Yes Yw WA a not by It to proetde hunome protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papal a1 WKJO21 fast fldlt or Jaye an D" Pmdm tilt! rm Vaal- jklaggmm fpafst FalbuL Lidma vdMd d er 1ralWld FEW-A-1-YI Ammma $alit Reslefcn 2020 Mrr*Ina Edn Waleen 10CEralesaon SWa4a,LLc ICCEvduWmeerwoe, iftW 020 000020 1OM irA20 Approed cotaesty. Bbuwml compensate (962) 808-MS LLC. SWCategaq: Trust Pray ewddon ilimiL om (205) 5WO800 CwrgOancaMMotl: "Uslon Reportlaina ProductEaluetion Eniky Aegrovad for Use Awayed for Use kmm Rt.m Am lmddgnenaem GmkmLElea t inWvMz 2ddd t= AWILLLL adtemin 1 Mi8eH3 its 9L duper hob abonath tmas connector pate DBr3D2021 Yes Yes NA WA 2 MI ie 18 gL tugs coneaor pate 08A0mi Yin Yes N/A WA 3 MTi" 18 on, hips slieegth naeconnector pale 060042W Yes Yes NIA MA 4 MT20 20 oa. hags connector pate OW30202i Yes Yes NA WA 5 MT2" 20 OL hip Suwon nn cannector pale 08f30=1 Ya Yes N7A WA QK &m.a: gas Go Dab Pending no r® yeah. tNlasillam 2m rs omELAI mu Xdud .ac Yddl<tt ;lima f..GApprove at Aoemtea land Re`!Wn 2020 All American 9huWn anti GlMa Mike Bamell Frank L. Bennartlo. PA Troy BWAP. P.E 102112020 100152020 IIA52020 12A62020 APwaed Ca4eonc eatws 091)712-9662 PE0046546 p54)947d660 Otecepst arY: Stamm Peals mik"alhunwi-3hute Compensate YMed, Evduanan Repast tam a reopen Florida Registered Architect or a Licensed Florida Professional Enpnser .. Si�tAYY®it Aar Amrawad,IDrUse lmmd 29" Mai Rabou esomm S rllmgfta IN HVHZ Outside HVHZ any= EMf 1 Was Gwasaind Sad Stern Panels use Gdwrized Had Sarin Panels ill 1=1 Yes Yes YR NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 a1 19=1 sea awAyor an gas asLfta hm no r@ YMCM Mmud Emral 2EM aumOLLIJNM ymmdmdjk YMIM" &&IDond FJL.Ammd ApomYd mma Redeion 2020 Wayam"Usee Rob Sddeen ICC Evaluation SWV4$, LLC ten Lehrer. P.E. 10113=20 Applied For catpwlr, S9aturad carponene. (253)924.e478 (son)819.3Y&8 aWCaagoW. Ersptuwed Lumber RkDrt.9rdnW.Gettwome Cwrpor usbed: EVdurlah Report from a eusr.mn 010111"I Ott" Product Evol aben Entry no Prodac Yotel M mbrr leer 91Mi10L01Ym all" Description g9Dalksacifto Amtr? is lam Am�TerSha In outmtt.hm tuna a ll.onY 219M p� 1 Madam LVL Lemineded VwdAr Lumber O331202i No Yes N/A WA 2 Padl.m PSL Pamael Shand Wrrbr 0313t2021 No Yes NA WA 3 TmbwtVnnd LSL Lwrwlewd Strand Lumber 03/312021 too Yea NIA MA 4 TJ Rim Bard S otual CanPPYte LurrAsr a Oriented strand 0Y112021 No Y. N/A NA board min BMW 5 Weyeda.ufw Rim Band Oriented Strand Board Ran Board Mimi W Yes NIA WA Fbrido Departmant of Business & Professional Repletion Pagai at Building Codes and Standards +brA01 Product Approval Application Detail Simla 5dltilor tine Jul GIiLPJ" Mk mm VYNtl1 X&MM cWrr totedO.inld.All t vaimaad av Valm" SLOMml9 P&CAWtoVd Agggl� ffifYIE AmerYtlOn ZD20 POT Industries Jena RwWwdd Mirr&Osd. 9000- CER MIomFCad. S=- VAL 11A5rs+020 11,052020 1111V2020 Appr.Vd Cdpory; Wintlaee (941)48&0100 (786)3ili-2590 SubCdepery:'ame. Hung jraowfkl�pgtlndleMWsc COmisil-Ydhed: Cerinatlm hark or Using om $lei RoddlYtWeLNumber rlain .. A�l2LUM AmEQ01U[VA � RIM - H SGadm tion haVMZ Z pAdrmt astYg! 2 Swum (Lange Mesde &"Pact) VYyI Single Hung Wd- 07/3o2025 Yes Yes Yp NA FlorMa Department of Business & Professional Regulation P.g.1 d1 Building Codes and Standards tam1 Product Approval Application Detail Rt>4 ama{Y.pt BILL .Q14 �e.Pddm JMt in Vmlm IYathons l coded End- ALkeua Vdidds ire VWkkiad Submitted Fee Am Doti AQSa]Qa IfdiY Re teton 2020 MI WAndase and Doan Beets Rhine. We R Lams, PE St -a a Utah. PE 100118=0 10108.2D20 10A9,2020 12MV202o Approved Caapeir. Nmdews (717) 368-33W PEMI4 (7M 317.8454 - "Caap rr. Maims OeMhger�Imtad eem CoroWso YMod Ewktdlar R4pod tam a FloIMeR.y.temd Ardmed ce. U-sed Mokau Professional Engi ew 9m.L6mum1 AfsLtL d1p[al■ !mope gam jtn8 etedn..Yeld.rlL-ewarwm. $ le.tnada: lilac laWtnl 8tmlra 2 5764 Vertical Numlnum Muinon 1201121124 No Yes Yes WA Florida Depoirtmora of Busing ss & Professional Regulation Patel a2 Building Codes and Standards 10=1 Product Approval Application Detal( seat enm W an 21111 Dab Pmdm am TVM• Version Manubdurr contact Brtampor a D.wwfydMdwlW fl Nd IkA,,Nbd RIC AmroW AADpgyd RWAW. 202C GAF Michael Stith Robert Neminen John W. Imazevidt, PE 09W=O 0921202D 100=02D 12A'SWD Approved caprY. Rowng (NO)768-3411 P&WISS (954)772.8224 Siacd*UW.. Asphalt 8hagl4a mdada®gsfcom Canaan lca Yalhod; EW.Mion Report ft.. 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Plana deaisgepaeaw.kmmm Compliance MMod: Mustier Report Oman a Product Evwua9on EeYy - at9.t - PreduptDowhation Antirabies rr uu A-rduedLilas In:HVKZ out" !past EsIImIX grim tRf1WCe 1 TV SCG/Aprw "she, 8peoam (H awmp; s) LMatal Connector Plain 12G12024 Y. Yes MA M/A 2 rW OWN" was Rua Matel Canwkw Ran i V312024 Yes Yes MA MA 3 rrW BCG/Npn , Trustee Anal Connector Reau 17J312024 Yes Yes HA t A 4 uWaCCANOmWew Most connectorRim,1N312024 Yes Yes NA MA Florida Department of Business & Professional Regulstion Page / at Building Codas and Standards 11n2021 Product Approval Application Detail 20 Enthe or M Dab Fandiall ads ]Vet Wrokc, Manufacturer QMW luinmALicense Vnlrawm Yddtst Submitted PSC Abojoyal Accepted �.sY Redabn 2020 CAST-CRETE U&N LLC Craig Pertbo Mwni-od. acco-CER MIami-Dade SCCO-VAL 112020M 10127=0 I11Z72020 App*w0 Cates rn aemartwd compensate (813)S21.4S47 (78%315.2590 Sbotaeesryc Products Imock adise. Reaultof "WI C..tones *m Nw Temndpy Ca"IW"YMed: Co Meetien Mark a Lietln9 AVUREg.ffiLa Asharinial neG4u 101am 20NM !rotftoammodKombw.Bm eadrd.generation In HIM ou ub Reing= aurae i H0h SO.ogm Concrete Wels 4, 6, & and 12 mcn wide Ines 05/212022 Yes Yes NA WA Florida Department of Business & Professional Regulation Pepe t Ofi Building Codes and Standards Ir mi Product Approval Application Detail seat atmlvst gltc eta lalrci�.m glLL Malt Version mtatlYIX Dgothct am0ora ufama 1(rd,11aA 1F W" Bon= ficAM ",pl Aapmma mtiin FWAW.a 2020 MI Nodose sad Dws, Brem9tlnper Amedan Aro6ee meal steven M lJnah, PE Imers 20 i5WdP2020 lonsw2o APrsawd caegay: Window$ 4717085'aw M.andoctex Assxistbn (717)317.6454 Sr)Co4pa7• Haim 1310ar Ixaeget®madJwm Compli nes MWU4 Certification heed( or Leang GAty Assurance AOerowdir Ufa Auctioned for Use amA D S�.aseYilmglLL 1olliQlr. mi EaYrott FaeYla 1 H3146 PM radFlangtPrwm 73M I a dad d leas 02M62024 Me Yes No -S51.55 Florida Department of Business & Professional Regulation Pap 1 d1 Building Codes and Standards tam Product Approval Application Detail GM rat Yemen Bamaatmu dladw contact 9mmLLtiLglDLL vN Vdldabd a9� F°OC Ma m0° 20 egwoVea eta Afimaion 2020 PGT IndUtiss Jens R.Ww%M MRr&Datle 9CCO-CER heaml-bWEICCO-VAL 11A52D20 IIAX 020 11A12020 ARXawd caaparr. Windows (940496.01 W (70) 315-2W 9ubCaa9ery: kMlions irasawaM(lpgard(Iddee,c COWNW44IA400: CwhleWm Mark al.Ntlng on alto aadidDescdanon Coow3.amtwmoat Amrw.drrth, InKVNZ ouldchidya Ristagent tltmin 1 IMona1aN10oaa entlysaAOwa Aluminum Mueoda o8Sms Yes Yes Ym WA Florida Department of Business & Professional Repletion Page i a t Building Codes and Standards tdYA2i Product Approval Application Detail flan ran ltld- adBLLsi Guild aadOtN4Ja)da! 999sa/m 2d1k hate Ydtlad tip Disko hadw FHGAmm)Yt .gets A22mi29 nW RwAsim 2D20 TAMKO Buldinp Products LLC Caapaia Roosts Kett Ede RobertNiemmn John W. Movuldn, PE (417)aZ441844 P&MIN 1954)7n-6224 10042020 011/19r2O20 iOM2l202O 12n62020 Apnrase Smbtit4gDry: Urolks" re sus kwii_Wen8twrao.mm Cwo mot YWiod EwMsgm Repot tam a FlCIMs Registered Architect or 1Jansad Florida Professional teM*nw - a" Product Yodel Nmnr o'li.:_ analirAssurance n Amrswefor U" Approved InMVHZ S ter Use$oduct MIKE Reserved tota)n 1 TAMKO Rod Unda lawn ris (HVHZ) Roa-chalaym4nts fer w. h FSC HM2 10i62021 jri.d.eme. Yin No WA WA 2 TAMKO Roof UndeMymants(MDWHVM2) Roorundedsyments fw use In FSC nm4lVetZ 1011B/2021 jrisdcbma. No Yin NM WA N N L � OL � L Q. C O 0 Q 0 ICU U- .0 ^0^' W p .a 4- W Q Q z z W J Florida Department of Bualnese & Professional Regulation ►ori a2 Building Codes and Standards 1n2a21 Product Approval Application Detaa Cn fall M= Vaal- Mamtsilm snub o Closest Validated Bw IMWft Atialligal FSC Awrold AaemQi attain m� m a' RdNeen 2D20 06M trading Cd/eM"Realms Anderson Rook LAPNO Unnbnn Evelu.Om Gary W. Wdkar (4501)38AWg1 SorAas I.I.C. (205)85COIS0 iiA32020 11A2r2020 11AMM20 AI)nrev.d pubCdeg*ry: Flooding nine i.eNoumea!Elraeom R.prtakma ROMAd.aunillbo'al.m an CU ProdkmtInsensateness Pmc Eeuct duseenon f3lilly alaY QLbWNAs�. �gy�Hum Aoor*M fee Use Amr wd for Use km= -:. la- 1S 13 elich S 9Mke.8a1R C*unrrY Bate.3plt did Emplek Thaidr taped Pic CO 17/312020 l0il)e Duke& Me Yes Assitilm NA 13dYltA WA 17 18 SamY 000- Boa, Shake&amp; Sold abalm 000- 9+aony8W-State. Shake &.mp;epa 511Mn Flat Frusta - SI*ckton. CA 12rat2020 Fla Prclite-RIND. CA 127912020 NO No Yes Yae MIA MIA WA WA 19 20 27 SOMY 700-S11e100, sale&an1P: Spa Shake 9.smyz iW - SMka, 9tet.lamp. Slk 6heka Tanta mpmafBeararma FINProOM-eraktw,CA 12131=0 Plat pprr�d0Oef - RIMo. XA 111312= H�Rale-Koty. TX No No Yes Yaa NIA Gi7A WA NA 28 Mike 12/314020 Law Rdle-Katy. TX 1213iam No No YOs Yea p NM N!A WA O Florida Department of Business & Professional Regulation Building Ppei ell CU Codes and Standards Product Approval Application Detalf 1r761021 L) Gm BaB late lilt holier Manufacturer contact Eomlar3Latt Validated B, Btu Validated airy F maCAraval A�tea Reslerm 2020 cmYmheral.lConadf PWc: Rat. GNis Eamusl.0. C-Aaen6erp John Noy 17ABI1D30 12A&2020 t2/2a2020 drop FSC FBCAppn Cptpor. eaelre Cd+p*neds WS)OW3707 PE-34245 (362)SM-5311 9161Xapary. R*dnXe lakedrad.e. ResuRal Nw Teasriearpll Cernu MMM ood: EvduaUm Re()al ken pro-WvA000l o.c(rrl Floods RpNlerotlArah/edt or s Umad Fledde Prdeselonal r3mginev A3HfmGe A2KM2 W-VU AggaMNfrsUM Dmrd Rkgm ami -CasperdYlon fi4df an In HVHZ Duaeb MVAZ Bob=tlSlmlr! i Quality Read or Cormnado ConwMe P"cle Precast and Rewcwm concro o UnteM 05262024 No Yes MA WA U) O W CD V CIO LL � Q CIO "I'lailissaileall < U U O V �- 0) U m m W Q Z Z Q SHEET N0, PA 1.1, U .. e.. . I _ _ _ _ . � ".._ .. :._ �. r .;u ux,lra - I 1k Ili] I; . ;r 4� .,Y�. l.r uuYL, �l. ♦.. ME= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 For dre61 Inks to all SST approvals Isted below, CLICK HERE For additional Informal regarding Florida's Statewide Product Approval System and Mann -Dade County Notice of Acceptance (NOA). CUCK HERE. FL#2355-R7 Ig" Product Model. Number or Name Product Description 1 Titan Stainless Sbsel Concrete 8 Masonry Screw (TTNSS) 1/4" diameter Titan stainless steel masoray screw FL#D569-RB Saa # Product Model. Number or Name Product Description 1 SDI 0112DBB Outdoor Accents Conn all rScrew 2 SD9112. S09212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 3 SD9I12SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCPTimber-CF Screw SDCF221134, SDCF221334, SOCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-Drive,SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SD625300, SDS25312, SDS25412, Strang -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25500, SDS258M 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLX10007-R8 fw # Product Model. Numharor Name Product Description 1 ATR318, ATR1/$ ATR518, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD&2, ATUD93, ATUD14. ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP1/2-3, BP5/8-2, BP5/83, BP314, BP3/43, BPRTUD3-4 Boadirg Plates 4 CNV l8, CNW1f2, CNW518, CNW3/4, CNW5/8-1/2, CNW3/4S/8 Coupler Nuts 5 CTUD55, CTUD85, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, ll N6 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4, RTUD48, RTUD5, RTUDB, RTUD7, RTUDS RatchetingTake-Up Device 8 TUD9, TUD10 Telce-Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod RunTledown System 12 URSS 5/8" Uplift Rod Run Tiedown System 13 URS$ 314" Uplift Rod Run Tiodown System FL#10441-R8 Product Made]. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10M Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HOU2, HOU4, HDU5, HOU8, HOUII, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35; PA51, PA08 Strap4tyle puffin anchor 10 PAI18, PAI23, PAI28. PAI35 Strap -style purlin anchor 11 STHD10, STHDIORJ Strap -style holed -down 12 STHD14. STHDI4RJ Strap -style hold-down CAMMMI Simpson Strong -Tie 2020 FBC Approved Products Updated 1213(K2020 For direct Inks to all SST approvals listed below, CLICK HERE Far additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance ill CUCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16"and heights ranging from 5-3/8" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 9-3/1 fit' to 13.1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.1 /4" to 6- 7/8" and heights ranging from 9" to 33-1r7'. 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1 rZ'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/8" and heights ranging from 9.1 hV to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-M" to 7.1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-W16" to 7- 1/8" and heights ranging 9-1/4" to 32". FL410860-10 Product Model. Number or Name 1 ABA44, ABA44R, ABA48, ABA46R, ABA66, ABASeR 2 ABU44, ABU44R, ABU46, ASU461R, ABU55, ABU5.6, ABU65, ABU66, ABUSER, ABU88, ASLISSR, ABU1D10, ABU101DR: ASU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABVl 4 AC4, AC41R, ACE4, ACB, AC8R, ACE$ 6 BC4, BC46, BC4R, BCB, BC6R. BCB, BCS2-2/4, BCS2-3/6 6 C844, CS46, CB48, C988, CBS8 7 C135044-SDS2, CBSQ48-SDS2. CBSQ6r,-SDS2. CBSQ86-SDS2, CBSQ88-SDS2 8 CC. ECO, ECCU Series 9 COQSDS2.5; ECOQSDS2.5 Series 10 CPT44Z, CPT88Z, CPT88Z 11 EPB444A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44,LCB66 14 LPC4Z, LPCR 15 MP844Z, MPB88Z, fil 16 PB44, PB44R, PB46, PB66, PB66R 17 PBS44A, PBS487 PBS88 18 PBVB, PBV10 19 PC44-18, PC48-18, PC48-18, PC84-16, PC88-18, EPC44-18, EPC46-18, EPC48.18, EPC8418, EPC88-18 20 PC4Z, PC4RZ; PCOZ, PCBRZ, PCBZ, PCBRZ, EPC4Z, EPC4RZ, EPCsiZ, EPCBRZ. EPCBZ, EPCBRZ 21 PPB444Z,PP644$Z 22 RPBZ FLMOOS6-R5 2" Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH48.8, GH46-8, GH48-8, GH48-8, OH410.6, GH410-8, GH86-8, GH66-8, GH68-6, GH68- 8, GH810�6, GH610$ 4 GLB5A, GLB5B, GLB5C. GLB5D, GL87A, GL878. GLB7C, GLB7D 5 GLST512, GBLT812, GLBTSIS, GBLT816, GLBT520, GBLT620 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HOT-3, HOT-4 8 UFPIOSOS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.114" to 9-Ir7' and W2 ranging from 3.&8" to 7-I12" Screwed column caps with W1 ranging from 3-1(4" to 9-1/2" and W2 ranging from 3.5W to 7-112" Concealed Pleat Tie Base Embedded Poet Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Bete Post Cap Post Cap Post Base Retrofit Post Base Product Descrption Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plata Heavy Glulam Bearing Plata Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate • Simpson Strong -Tie M20 FBC Approved Products Updated 12rJoMO For drect Inks to ag SST approvals listed below, CLICK HER E For additional Information regarding Florida's Statewide Product Approved System and Mama -Dade County Notice of Acceptance (NOA). CUCK HERE. eg . g P Ys P FL#10446-R6 30a # Pmduet Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APV686, AP866R, APB88, APB88R, AP61010, APB101 OR, APVB44, Outdoor Accords Post Bases APVB44R,APVBW: APVBWR,APl APV688R,APVB7010,.APV0101DR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH40R, APHH610, APHH01OR Outdoor Accents Heavy Hanger 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurtn Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CST2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CAR Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joisl 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26L2, LSSJ28RZ, LSSJ2812, LSSJ28RZ, LSSJ21OLZI LSW21 DRZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML242, ML28Z, Ill ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26l MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Faca-Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC22, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC; HTC4 Truss Clips 35 TJC37, TJC57 Trues Jack Clips 38 Z2, Z4, Z44 Panel Stiffen or Clips FL#10447-R5 Sea If Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSCSRSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRCS.25M.25, HHRC5.3713.12, HHRC68 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428.2 12 THAI1.81/22, THAl2.06/22, THAP.1/22, THA1222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26,LTHJA26,LTHMA 15 THJM2-4.SDS3, THJM2-5-SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 1213062020 For direct Inks to all SST approval Ided below, CLICK HERE Fa additional Information regarding Florida's Statewide Product Approve] System and Mimi -Dade County Notice or Acceptance INCA), CUCK HERE. FL#104W-R5 AW Product Model. Number or Name Product Description 1 Sr, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS210 Compression/Tension Strap 8 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, H2:5A, H3, HO, H7Z, His, 1­116S, H16.2, H16-25 Hurricane Ties 8 HGT-2, HOT-3, HGT-4 Heavy GirderTuedown 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2-2-SDS3, HSS2.3SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5. HSTB Straight Straps 12 HTS16, HT=. HTS24, HTS28, HTS30, HTS3DC Heavy Twist Strap 13 HTSQ1 Bill HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LT620, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT MediumGirderTiedown 20 Ill MST37, MST48, Ilil MST72 Straight Straps 21 MSTAg, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, M5rC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC88133 Pre -Bent Straps 24 MST126, MST138, MSTI48, MSTI60, MST172 Straight Straps 25 MTS12, MTS18, MTS18, fil MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 27 RCW812, RCWS14 Wall Bracing 2B RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 Spill, SP2, SP4, SP6, SP8 Stud Plata Tie 31 SPH4, SPHe, SPHB Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST623C Straight Straps 34 TB20, T827, TB30; T1336, TB42, TB48, T854, TB56, TB6D Tension Bridging 35 TWBIO, TWB12, TWI314 Udall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W8106, VJ8106C, W8126, WB128C, WB143C Wall Bracing N Product Description 1 C81-12.37ill 0BH2.37x7.63, C81-12.374.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.63SDS, HGU5.25SDS, HGUS.SOSOS, 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, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger. HHGU9,OOSDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Jolts 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 HUCQ1.61/9S0S. HUCQ1.81MI-SDS, HUCO210-2SOS, HUCO210-3SDS, HUCQ310- SDS, HUCQ410-SDS, HUCQ412SDS, HUC05.25/9-SDS, HUCQ5.25/11SDS, HUCQ610. SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12l304020 MMFor direct Inks to ell SST approvals listed below, ,g6 -xis U For additional information regarding Foida's Statewide Product Approval System and Mari-0ade County Notice of Acceptance (NOA), rr ur.K waac, FL#11468-R5 12" Product Modal. Number or Name Product Description 1 HHUS2103, HHUS2104 Joist Hanger 2 HRSB, HRS8, HRS12 Strap Ties 3 HU00210-2-SDS, HUOQ210.3SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4-SDSB Joist Hanger 6 THGW3-3, THGW3.4, THGW43, THGW4.4 Joist Hanger FL#11473-R5 kMX Product Model. Nuts ber or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, 1-118S, H18-2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMIO, Hill Masonry retrofit connectors 7 HHETAIB, HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderTiodown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCMeO Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#f1496-R5 Aga Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, HOOK H07B, HD913 Bolted Holdowns 4 HTT4, HTTS, 1-175-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13628-R5 ,d" Product Model. Number or Name Product Daeeriurtipn 1 SB&Bx24, SB7/8x24, SS1x30 SBAnchor Bob 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB2OL, SST824L, SSTS Anchor Bob SSTB26L FL01113872-R4 Sag x Product Modal. Number or Name 1 CMST12, CMST14, CMSTCI6, C814, CS16, CS16, MO, CS22 2 HRS6, HRSS, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MST148, MSTISO, MSTI72, SMIST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LST149, LSTI73, MSTA9, MSTA72, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 $ LSUSH3.25, SUSH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18, 5T22, MSTC28, MSTC40, MSTC52 10 MSTC88; MSTC78, ST8238 11 MTS12, Ill MTS18, Ill MTS30, MTS24C, MTS30C 12 S91,56, S/81.81, S/B2.06, S/82.37, S/B2.56, S/82:88, S/t33.12, SM.56, 6I83.62, S84.08, S184.12, S/B4.28, S/64.75, SB5.50 13 SBA2.12/8, S/BA2.12/10, S/BA2.12112, SIBA2.12/14, Se44.184 S/BA4.118/10, SIBA4.18/12, WBA4.18/14 14 Sl 15 S1HD8S, Sil-kD8Q S1HD10S, SMD10B, S1HD15S, S/HDi5B 16 S1HDU4, 8/HDU6, SIHDU9, SIHDUI1 17 Sill S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (IS go) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Fare -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/18" to 3.9/18" and heights ranging from 9.118" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1.&8'to 7- 3/8" and heights ranging from 5-5/16" to 12-70". Fammount hangers Face•mounthangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 6-1/8" and heights ranging from 4-='to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 2-7/8" to 19.1/4". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/SOVY020 For direct Inks to all SST approvals listed. below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE. 18 SILBV1.56, SL8V1,81, SLSV2.06, SfLBV2.87, SLBV2.56, S-BV2.68, S/LBV3.12, Top Flange Joist Hangers SILBV3.56, S/LBV3.62: S/LBV4.06, S/LBV4.12, WURV4.28, S/L8V4.75, SILBV5.60 19 SILTT20, S/DTT2Z, SKfT14, HTT4, HTT5 Hgldowns 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plata Ties 22 SSP, DSP, TSP Stud Plats Ties 23 STC, DTC Truss Clip 24 Ti3D?2 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-RS J*d&J Product Model. Number or Name 1 CCQM3.e2-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, CCTOM4.82SOSG, CCTQM5.50-SDSG, CCCQIvl3.82SOSG, CCCQM4.82-SDSG, CCCOM5.50-SOSG 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5.500-KT, ECCLROMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.SOG-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM26-2, LGUM26.3, LGUM26-4, LGUM28.2, LGUM283, LGUM28.4. LGUM210-2, LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12(11.25, MBHA3.5617.25, MBHA3.5619.25, MSHA3.56/11.25, MBHA3.56/11.88, MBHA3.56114, MBHA3.56/16, MBHA3.5648, M13HA5.50/7.25, MBHA5.50/9.25, MBHA5.50/11.25, MSHA5S0111.88, MBHA5.50114, MSHA5.50(16, MBHA5.50/18 6 MBHU3.5&9.25, MEHU3.56I11.25, MSHU3.56111.88. MSHU3.56/14, MBH1.13.56116, MBHU3.56/18, MBHU5.5019.25, MBHU5.50/11.25, MBHU5.50111.88, MBHU5.50/14, MBHU5.50116, MSHU5.50/18 FL#13975-R6 See X Product Model. Number or Name I SDW22300, SDW22338, SDW22438, SOW22458, SDW22500, SOW22600, SDW22838, SDW228U 2 SDWC15450, SDWC1S800 3 SDMID300DR SOWH19400D8, SDWH1g600D8, SDWH19800DB, SDWH1Q1000DB 4 SDWH274ODG, S0WH27SOOG, SDWH27800G, SDWH271000G, SDWH2712000 5 SDWS16212, SDWS16300, SDl6312. SDWS16400 8 SOWS19800, SDW519712, SDWS22400,SDWS2250QSDVVS22512, SDWS220MI SDWS22800, SOWS22900, SDM221000, SMVS221100, SOWS221200, SDWS221500 7 SDWS2230ODS, SDWS22400D8; SDW522500D8, SDWS22800DS, SOW522800DS, SDWS221000DB 8 SDWS2231208B, SOWS22512DBB 9 SDWS2730OSS, SDWS27400SS, SDWS275008.S, SDWS27600SS, SDWS27800SS, SOWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 FL915363-1113 ,Qd&fi Product Model, Numbar orName 1 AS 18. AS 18S5, AS 1 BW 2 AS 20HS 3 AS-20 4 ASHP FL4115730-R4 Sea # Product Modal. Numbx or Name 1 Er -HP 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW50, GW-75, GW-100, GTH 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DrNe SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong-DriveSDWS 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 Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners threaded studs, and assemblies Adhesive Anchor for concrete ^W W cn Cu W U CD L Q O Simpson Strong -Tie 2020 FBC Approved Products Updated ,zl3orm2o O O ^^L For dfect Inks to all SST approvals lsled below: CLICK HERE � 1..1. For additional Information regarding Florlda's Statewkte Product Approval System and Mamt-Oede County Notice or Acceptance INCA), CL !CK HERE. .� C N C 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8' to 3 =3 V 9/16" and heights ranging from 45/16" to 11 ". Concealed flangeCD version (HUSC) available for models having width equal to or O greater than3-9116 0 "L 12 IUS series hangers Face -mount hangers available in widths ranging from I.7/8'to 3- O Q 0 5/8" and heights ranging from 9.1 /4" to 16'. O ILL 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25SOS Face -mount hangers 0 a 4� Ca 14 LU24, LU26, LU28, LU210 Face -mount hangers (� 15 LUC28Z, LUC2102 Face-mounthangers _�_ E O O 16 LUS series hangers Face -mount hangers available in widths ranging from 1-Si to 4 1` L 5/8"and heights ranging from 3" to 1 D 15118 . f� O Q 17 MGU3.63-SDS, MGU6.25-SDS, MGU5.60SDS, MGU5.82-SIDS, MGU7.00-5DS Face -mount hangers CU `�^a 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5 -_ V) Q 118" and heights ranging from 6-15116" fp 1&1/2". 19 MUS28, MU528 Face-mounthangers 20 SUR_ SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3.9/18" and heights ranging tram 3-1118" to 13.314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to Wand helghts ranging from 2.518" to 11.114". FL11'10667-R8 ,ggg,X Product Model. Number or Name Product Description 1 SA series hangers Top flange hangers available in widths ranging from 1-WIS" to 7- 1/8" and heights ranging from 7-118" to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF sense hangers Top flange hangers available in widths ranging from 1-1Ill 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 E05, 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 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-114" to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to S-7/8" and heights ranging from 8-1/2" to 28"- 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" and heights ranging from 10-1/7'to 28 11 HGLT series hangars Top flange hangers available in widths ranging from 3-114" tc 8- 7/8" and heights ranging from 7-112" to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14" to 3W. 13 HIT series hangers Top flange hangers available in widths ranging from 2-&18"M 3- 9/16" and heights ranging from 18" to 26". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3.1/8" to 3.9118" and heights ranging from 5-3/8" to 13-1/8". 15 HUTF, HUCTF series hangars Top flange hangers available in widths ranging from 1-9/ 18" to 5- 1/2" and heights ranging from 3-700" 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 14116" to 7- 1/8" and heights ranging from 5318" to 28'. 17 HWPH series hangers Top flange hangers available in widths ranging from 13118" to 7- 1/2" and heights ranging from 54318" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- W" and heights ranging from 9-116" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5.318" to 7.1/4 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights ranging from 9-3118" in 13-118". �J a� 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012ozg Fa direct Inks to all SST approval listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mauni-Dads Canty Notice of Acceptance (NOA), CLICK H RFF. O ■ 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST82, STB2.4SS, STB24SS) Strong -Soh 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-H8SS, THD-CS, THD-CSBSS) Titan HO 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 heads carbon steel and Type 316 stainless steel 8 Than HD Rod Coupler (TH037834RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Tlten HD Threaded Rod Hanger(rHDB25158RH, THDB37158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete ■ THD50234RH, THDIO212RH) 10 Wedge -All QNA) Wedge -All Anchor for masonry FL1116230-R9 e W Product Model. Number or Name Product Quail 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 2 ET -HP ET -HP Epoxy Adhesive for masonry 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 5 Tilen 2 (TTN2) Then 2 Screw Anchor for Concrete 6 Titan HD (THD-H4SS, THD-H6SS, THD-CSOSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or stainless steel with hex head, and 318 stainless steel with unt countersunk head. 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry F1.916*37-1113 O ^^'' W $ffi,U Product Model. Number or Name Product Description CD 1 X3481018-SK, X1 S1016, Xi 61018-4K, X01 S1018, X0181016.4K #10.18 Strong -Drive X Metal Sef-Drilling, Tapping Screws with #3 Drill Point ' v J 2 XL0114T1224, XLQ114S1224-2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Had co 3 XM0114$1224, XMQ11481224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex 4 XQ114SI224, XQ114B1224-2.5K, X114S1224, XQ112S1224, X011281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Straws with #6 O Drill Point L 6 XU34S1016, XU34BI0185K #10-16 Strong -Drive XU Metal Sell rilling, Tapping Screws with #1 Drill Point FL1111il -RO UAW Product Model. Number or Name Product Description 1 DSSC643.5; DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 2 FCB43.5, FC645.5, FCB47.5, FC949.5, FCB411.5 Bypass Framing Foxed -Clip Connector 3 FPHSD34S1018, FPHSD3461018, FPHSD34B1016.5K, FPHSD34S1214, FPHSD34B1214. FPHSD$4B1214.5K #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- Drilling, Tapping O 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 Screws Steel Framing Connector L 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSC125, MSSC4.25, MSSC6.25, Steel Stud Connectors Ill` MSSC4.25KW, MSSCs25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.6S Rigid Knee Wag Connector 7 30843.5, 30845.5, SCS47.5, 9C649.5, SCS411.5, MSC645.5, MSCt347.5 Bypass Framing Sgde-Clip Connector jn✓ 8 SCS32,%7, SCS62-5/97, SCS625/I18, SCS82-51118 Bypass Framing Connector 9 SCW3.25, SCW5.5 Head -of -oval Slide -Clip Connector 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors M 11 83 SS.518 Bypass Framing Slide�CYp Strut Connector a..a..a 12 XLSH34B1414. XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Scrovks LU 13 XCIS1018, XOIB1016-4K, XQ1S1214, X0101214-3.SK, X07861224, X078612243K, #10-18: #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, X0114SI224, XQ114912242 5K, XQ112SI224, XQ112BI224-2K, X34S101el Tapping Screws Q XI S1016, X1 B1016.4K, X1 S1214. XI B12143 5K Z Z Q J d SHEET NO. PA 1.2 It T t