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HomeMy WebLinkAbout39834 Harmon Grove Ct------- I_... &Alum&LAl aW�lil ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rod. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orAH.U. Air Handier Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Fooll Feet REINF Reinforcing BF Bifold Door FTG or Fig. 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 Bill. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Ginter 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 Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y. P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer 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 LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V. P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pk. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 15043" MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-19-20 5.0 FBC 2020 CODE UPDATE I = E7: 114 INI JX 1748M � 1941 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 SIN STRUCTURAL NOTES SN1 DETAILS S3 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. Ali 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. .- iill;llltttf//o 0. ¢ g' _ U ;• ; 0 0 I,Pff({I11mk 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. EnginWs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O N v y �y0LL LQa J 0 > � -0 iR u W y rnnr-L3 S�riv LL to o- a Y MLLu- a w 0 Z m c 0 0 0 9 0 Z 00 La N M Z O V LL rn 0 U y W ❑ ❑ ❑ Z N c') Z z J a t- M V) Z (9 i5 ro +-J C f6 LL, 79 V OW p 8 V) c c'I �N = co co U � UJ U • Cj S o W Z2 M Z° . Q LL wa ulo >� pi E° o z e a� wx h C Rc° a 00 rr ZO N f0 a wo �o W Z w2 Cl) C xv ma Zr Z Cq J p 2 w N °off Z aZ �W W v 3 �z �G o w Mill!z` J �L O rn 2 C9 L � � U � 0 O T O U m ^C o W E ca O7 T = CNIIRtCNI r T� I CD o N Lo r r m T c r M r z Oy a E U 0 Q r p JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. C S ��.YY�u.iYY■Y.ui1.d�!MLLY1��11�11.L1LY41�'11•l�f 1i11YYYr�.�l--� O T O H.B. GRESESES EGRESS S �11111111111111=1111C]�a1111111=11111111111111=11111111111111=1111111111111111❑ �11=1111111111�1111111=11111111111111111=11�� []1111111::11111111111111111=IIi11i1111111111=11111111111111 • • -16" DEEP M1 1 Ail �1 STORY ;01 i� h - _ !PATIO llllit•fi•fI�PJL�_T_� -- -^ .. BEDROOM 1 CARPET BEDROOM -. •• 1 - _ ■ �. i BEDROOM • • 1 CARPET - as �t�� NOW A 1 .. I I I I 4068 1 1 • u - . ,� �MI��� 11111111111�1C711111111111[]IIIIIIIIIII OEM • - Q uL FAMILY04 • CARPET !RLL!]11■ ■��I�fit■ ' © 1.' 11■■r 1 - - W' �ii�1■ • 1. 5'-1 1-r" ■ IKMNM■INN:..MNNNNNN... ��� JLJ ft•■li■ . �\ 1 _ ► ,�„ , ® ��■'CNIJ 1 7=9 © • I%X )k _�IIIIIIIII=- '► ® NOTE: •BE FLUSH. VERIFY IN FIELD. ' A 13 1 t>r • ® . �� I , ■ I. • :• 1�ZDRYER VENT ROOF EDGE OF SLAB 2" BEYOND 20'-0811 • 0 - • DTT2Z . �itr■I■����I�THRU OWNER'S SUITE M -F 2 CAR GARAGE CARPET CARPET PROVIDE APPLIANCE -. TYP / ©GA )OPRAGEENING 1- - IIC7IIIIIIIIIIIIIIIC���IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC7IIIi1111111111111C]IIIi111111111111C]IIIIIIIil11111111C]IIIIIIIIIIIIIIIIC]111111��1�11111::IIIIIIIIIIIIIIIIIIII! &D WHEN REQUIREDN PER • 1 8'-6" HEADER SCHEDULE HEADER SIZE REMARKS kMARK H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 24 37 J X 50 J 36 } 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 J WIDE S.H. 32 54 X 26 52 J X 25 � S.H. 33 54 X 381 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1.Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL 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 "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) O WN �```•.AS E •�� • ��� J Q o `o R O� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ■ W r- Q O N J C (0 {Np CC �ij J 't 00 °H' u LL W 0) ,n r�- -- - u!J 0- Q LLLL aIx � Z o w cg W W (0 CP a C a N M Z d N O ZpV v� Vvi W 000 CDV ® z z RI z J d N W - N � C9 5 u- 4 o W U -� W g N C cli W U • c Q Y N W O W 2 E o� W � g� go E OU F- N �� 5zV Up oa S° Z - N rp a w i m0 (O � C - C oai yS ,, p zLL >z z ae w o Z ¢¢� JU aZ W �3�G 3 °O = �L J O L 1` O CO � U � Q Y 2 O C m o CD E 0) r w T = CVO T I Cfl coo) Lo T CA ui E T M z Z c E O E dui iri f0 c a U � Q p JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / MEDICINE CABINET o0 Ile OQ 2 OZQ 2 z -- G M co M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER I - O (V FIN. FLR. KITCHEN 4Lj M O i CV 0 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN g ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES W o C00 CID 00 SOAP r - Zo �° C7 00 o DISH U r in 0 0 _ It o -. co 1 M O TTUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN MIRROR N n O i 00 0 OWNER'S BATH BATH 2 c 00 INTERIOR ELEVATIONS 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 CD 00 U- h L a C° 0 2x a in 00 FRAMING 1 /2" GYP _-1 BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" � o &4 N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 0 WN +O Q • J\p• C� �'°���'tlll}ttt4�aA�• 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. a o ,, $ v Lo 0 2 Goo S u u' to a rn-. 1-1 LL U.,_ a YYnn 9LLr1 5 z 0 0a � tm 0o W §R m0� W Z IL L tR�pjOr QQ a N 04Z ¢QS2O O U U N Z W 0 R Z N Z Z n J TZ" a,CD0 C1 o Uj � a V �0 N CD M �W Z ti o� = a S i oo yZ�yZ N g Zo Q zoe E � t6 ~ CI N a� 200 O ¢ ao1� �o 0 wtt UO U w ww � i O J • rp - = yx F o >_ gz zc to J t� a " w pJ z � o U a W N m w ~ �oo � YLL LLli co 1 zl°d cOi 3 J �L O CO L � � U Q N LL ;� ; O r O a c m (.9 � E L r ca = N T— � ■� = O ,It CD o rn r E r C) r z s 0 Iu a rJ 0 ¢ o � JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 2 ►s i 12 5L,---'�: 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS INININININININI 14'-0" RIDGE VENT 12 5� N Ma 12 �5 �) ------- ---------------------HEEL 12 5� F4 — T.O.M. ----------------------- HDR HGT. O TEXTURED CEMENTICIOUS o� FINISH ON C.M.U. co (TYP. ) 1 — F.FL. FRONT ELEVATION - Al 12 SCALE: 1 /4"=V-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------- - - - T.O.M. ---------------- --HDR HGT. ------ -- —--0'— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — _ 10 3'-0" TEXTURED TEXTURED - CEMENTICIOUS CEMENTICIOUS co FINISH ON C.M.U. FINISH ON C.M.U. -p (TYP.) (TYP.) ------F.FL. LEFT ELEVATION - Al N 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. r r OWN \ i N P s � v ; '�O q. � r/'ftlillltlll��1�! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g g Q c N J Lo .N.. Go C �p LL LL 0) (01 ".0- 4. - �J a- J y LLLL W a V 0 J _ 0 Z �_°�' oI W �i rp �C'y rp m O J Z co a N Mz tYN0 Z ODUMai W ❑ ❑ ❑ (DR z N Z z J a z N UJ O N c d r— U c Q 0 • N � Cl) N g zos> W Z J E io ag E o v O ro �1 �o oa D° Z N CN to W� 8 m� Z��g& J (� lab �Z fA 5z a W 2Z � w CIF x VMill!O ilia 3 �O 0 = m C9 L 1` co U � _ Q U (D o r O C^ m o CD W E L IWIt T CO � N Lo T o E r cM Ni r d Z Z E O E 2 w '� c a. U _J Q p _J JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 3.1 M _ n thll ST" a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) O TEXTURED co CEMENTICIOUS r FINISH ON C.M.U. CID (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 0" _ 6'-0" 15'-0" RIDGE VENT 12 5� EXTENDED OVERHANG Ti BE CENTERE[ ON DOOR 12 5� 12 �5 T.O.M. , HDR HGT. 0 Zo F.FL. REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1/4r'=V-0" RIGHT ELEVATION — Al 3'-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. s� 0 • J FLO C ROFESS1Oa 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. N $ g r- F o E wi S O 8 ik 6 Nm 2 iJk LL G • ao y as LL W y r'gnr�Wa a yrC4n0 LL0-he JLLu_ a I 0 Z _ V °' ao LH 6 C r fY 0 ¢ a Z MZ N N0 L Qa y Z pv _J z � z z J N z L LU (n Ey p a U m � O— ur 8 Cn c cn UJ C) • c x Q N iA M M Cn � o � z W ��o E i E f'Z -0 >- aOL _® Q V H 0 0 oa O E N O L �o ¢o ¢ o az �Z 0 ,(D fu �gLL m o ZCn� to J a • Z z a o az U)W W U 3 aij 3 �k Will m oa t d ot W.. �L J O m r`v L � > U 0) MIT— p m N c T E v (0 T O� T � O coo) T to E .2 T M 1— Z Z c E 0 to E E aj M c a. U _J Q p 1 _J JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 3.2 Ir u'n Inv "a".. I�a'nv •e I [11—H!'—1 I I I I 1 I 1 1 I I. _._ Ilr VARIES 1'-10" 12" CAP CAP 2" 2" *NOTE: N FOAM TO BE USED 1" RADIUS ONLY WHEN 1/2" RADIUS tia REQUIRED BY _� 3 1/2" RADIUS `4 COMMUNITY 1'-5a' cv oo SPECS. IF NOT, � N 3/4" RADIUS DETAIL TO BE 1" 2" OPENING VARIES 2" - 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N ZI EDGE OF 1" 4" VARIES ,,la �• OPENING VARIES 0 22" VARIES " M 12 VARIES 1„ 1-4 1" T 1 1/2" RADIUS 4" 42" 2- 4- 2 1/2" RADIUS 3 " 4 2 04 Ak _ VARIES 1j" 3j" 11" �" iv IN 3" 2' 2" 1" 1" 1" BASE BASE a a a / • N 1'-0" 4" N N N 1�„ o *NOTE: VARIES 8" 2" FOAM TO BE USED 19 3„ ONLY WHEN _ REQUIRED BY COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2" �`' 1" V-4" r� DETAIL TO BE 2^ '�" ZDEBUILT W/ STUCCO. EDGE OF 2a" • OPENING �- 6 , T G 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, 9 the structural plans and specifications contained within these 4" 10" N drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the 10" 6" Engineers signature and seal.portionsal engineering of the drawing pages bearing 2111 _ N W �t W n C � _ y 'C-' LL a Y T �n a LLLL a�5 fCe � � 0 O 4" 6„ d' , C � m o " N 2" 4" 3^ 2" 2„ N Z co 0 o > > L — N Q ¢5v Z OU U J W W �0� 1-1/2" THICK 3 , 0 m 1z N 2a =, z z 2'�" 1'-10" v r 5�,1 1,-5„ �,� I I V I � N 54„ V-4- 3" to z i�l _ U' S � IN 1 C� M 2 , � a 4" 1" 1 " o VARIES VARIES �0 ,,, g J-- N 1„ I— cn L 1^ w 8 =� .0 22 rS'y J > i VARIES VARIES c (2 �Q 1a T T 4„ 8„ 1" �� � � W I77 n `� = th zo � 2 r______ a 6" 4" KEYSTONE F110 KEYSTONE F11 00 w E N � iv �1' � � OPTIONAL OPTIONAL o Q E 8 wa = I (V N No. L)o G R 2V °° io i Rsry co 21 44„ io R44 „ 3" N < = a —� 4" GARAGE DR. OPENING 4" 3" a 4" WINDOW OPENING 4" 4" ' �S mo z C oa C m� iz �M 2' NOTE: J ¢ w o 2„ • INSTALL OVER STONE, TYP. 2 0 • FIN. TO HAVE TRADITIONAL 1,w H.VARIES LOOK &SMOOTH FINISH j 3 <o Tk • FOAM/ EPS MATERIAL IS N • • ACCEPTED o= zl°d 0 NOTE. • FIN. TO HAVE TRADITIONAL LOOK & 11' 1'-64" 1q" 12" 2'-1° 1'-4' o Q SMOOTH FINISH a' f 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1' 54" > Lo 0 T-8" 7" iv (0o 4" T-0" 4" 1" 10" 11 1 101, r C L C io 1 / V 0) Z °° N IV, �.` . O rill ZD Q c� o 00 T F- O 1 " •- E G �6a�a T C r = CV r iv T 0 T co o q E r co r z ih co r • � E Q d E a U J Q Q J JOB NO: 21-1069 SCALE : AS NOTED v GENERAL NOTES: SHEET NO. o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) / I • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY to 7 DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FQwF HALF -SWITCHED DUPLEX OUTLET Llph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX ® WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Qr EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL —mot DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (i J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER �1 200 amp 150 amp UNDERGROUND [Is POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER #14 copper to lights & outlets #12 cropper to 20 amp clas #10.2 copper to wH Y10-3 copper to Dryer or 4/0 SER Alu Bare Cu Ground NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. WP GFI DISC. H. PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \ 3 GFI ' GFI 3ACPAD ` -- _ --- RALNGE � to i PENDANT AS ,PER SPECS / E"AFE I D.W. I a INKw/- yy�� ` I I DISP PA 1V \ ' GFI L—_ -- ----- - \r----- — GFI --�— — 1 I I _ U.C. OUTLET I I U.C. OUTLET I ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE -WIRE I I � FAMILY RM �. I I I I / I I ' I I ' I I \ O I i1 2rt ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE GFI 1✓ \Z1 \ BEDROOM�� OPT. REF. m m I III III _ jar, �\��I .lii► r M1717 E VP -----------, \ � I I \ ROUGH -IN FOR \ I \ OPT. CLG. FAN/ I \ LIGHT PRE -WIRE "*\N 2\ I 61 \ I OWNER'S SUITE Y-M.C. I I I I I I I ' I I GFI �------------� RECEPT. FOR ALARM SYSTEM — / E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT / PRE -WIRE "/ I A E BED�6001� \ \ \ rCSD C.M / / ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1- I BEDROOM 4 GFI i GFI @ 44" A.F.F. I------------- ) \ I I� 1 I 11 I LJ_J GFI @ 44" A.F.F. I GFI FOR I GAR. DOOR GFI 1 I 2 CAR GARAGE I I I I 0 I N.H. VERIFY LOCATION j ELECTRICAL PANEL IRRIGATION ---- �� �FI @ 4,P A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER ENTRY ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" C'V N N 0 To the best of the Engirds knowiedge, 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. !� of ��pp ti Q O NFA N J 0) mMv' F- r� � ui a- o Q C J LL LL LL a Y l!J y d Z J tz 0 0 o r M OJ J W W O' m Z ILIL N MZ Q�ViO is Z OU Q Ujuvi ❑❑❑ N v z i Z n v1 - N z +-� (� w W U o p O W 8 l/i C y � 8 _ U a • �w M o J LL �E H� w0R �0 z0 E: t0 Qo Ru U°0 7pO Zo ;_ N<� �� ¢z wZ ra �gw U o ZN� _ J ym Fb aZ �Z o sa Z go W W � L J ui R 0 L 1` co U 0') Q ' f 0 toCm E r%. t0 It T f = 04 T .� CD rn r- oo rn E m T CM N1 r o Z Z E O E -a «3 Il U J Q pre c J JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 4 N ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition 1/150 Rule (No Upper Ventilators Req.) ATTIC (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% Vent Amt but no more than 50% of the required ventilation is provided in the upper portion of (Must Provide Upper Ventilators) Amt. SPACE SQ. FT. Total SQ. SQ, SQ. IN. of of vented IN. of of ventilation soffit ventilation vented required needed required soffit needed (Ft.) the space to be ventilated.Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. Provided "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SQ. IN. of by Upper (Values to be verified with Manufacturer Specifications) ventilation to SQ. IN. of SQ. IN. of Ventilators • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT be provided p Ventilation Ventilation (See Elev) • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. by upper • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT. ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the fdlowing approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 29 1 Floor 2373 2278 325 1139 81 570 (Zone 1) 435.0 138.0 —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 573.0 ROOF PLAN — ELEV-Al SCALE: Y4'=l'-0" �a��i��u�ttrerrrr, a,i N S E.' •• �'°� ro FL „:;F1at�e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the stnrdural engineering portions of the drawing pages bearing Engineer's signature and seal. (� off 0 J LL " Q '9 ;n ao �, vc (/)w a 0 Q <L a. yM7 � LL. U- a W S Z O cm,� (O tY O J W��QjOf N T• LL L a MZrYy0 = N OU ai W ❑�❑ 0 I t$ z N � z Z O J 7 d (n V) ,,znn cc Q) V O �U C—. W W p 0 W s tJl �N c .mod. � (� r— rn • o w z M i; . 2 LL 0 z0 ao o0 >� aR z® Q O N H f0 Fi i O R' oa U O oU z—a80z N r0 CD�g ¢ w w rp -C __ C s .2 m� O z z N J aw sm r� z ZO nz W) U 2 LL�W o 'o zlaT0 3 O^ N > L ! O Gl C9 L >` > U 0') Q ■� (D > O T O a C m C F- 0 r 'a t0 Q) T r = N r •� ■'� O 72 � M o z E 0 d 19 C a E U v °i Q p c JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 5 I C d 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 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 64" 1-*" X-28 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" V-0" 3'-10" 2'-10�" 5'-116644" 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN w w A C a H.B. TYP P@ 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .................... - - - - - - - - - - - - - - - - ■ ■ ■ ■ ...................... ------------ 0", — I �� co- I , I 7 .. I _v 2 -4 V-10"• iI16'-0" I0'-0" 3 1/2" \\Oiio l r , I \ISINK / DISP--I \ \ ------ o I :: in \ \ I \ \ I I D.W. I I I .. ; I} I S3 C� �' .- S3 \� 1I \ I L — — — J -- _---- I CHASE TO IS SID \ \ -�� ---------=---- _-- I I I1 ot TYP @ 1 STORY U.N.O. ■ \ \ STEPS AS REQUIRED PROVIDE 1 Y RECESS \ " \ CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT. , - C;1 CJ, ; I FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. CJ —tI I ■ ::.' 10'-104" PER FIELD I MASON'S SLOPE FOR \ KITCHEN ISLAND ; is CONDITIONS LOW WALLS WIDTH \I� \ I I . • _ 4'-0° I \ \ ; :........ :: 16-10„ 12'-10" o J INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ — — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ ■ ■ ■ TYP @ ALL PLACES SHOWN I \ \ I `� 0'-0" TOP OF CONC.I PAVER T BE 4" ■ ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED \ \ I \ HVAC CHASE BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" 0. VERTICALS w/ in �� " \ W/ 25 EXT. ABOVE SLAB GRADE 40 \ \ I STEEL" \ BASED ON I SLOPE,, FILLED CELL PROVIDE Y" x 9" 2 \LOCATION RECESS FOR FRT. POPJR cn I L io d• c \ ` 2'-6'W'-6"X1'-0" FTG 'n I S3 �v 25'-101 $" \ \ 9'-51 a" W/ (3) #5 E.W. I 4'-4„ �LL O) \ \ . . . . . . . . . . �— I — — — — `c•I`c` ■ = 9 e I (2) #5 REBAR °P TYP @ 1 STORY g3T \ S3 CC I '- U.N.O. _ S3 VERTICALS w/ in I _C I AHU I I FILLED CELL 2 6 x2 6 X1 0 fill FTG _ 3'-5" _ _•� _•� -- W/ #5 E.W. 7'-1" 2'-6 x 2 6 x V-0A, W/ (3) #5'S E.W. �a (2) #5 REBAR VERTICALS w/ in (3) G -3 1 /2" S3 o I 1 I I OPT. D '100 SLOPE I M FILLED CELL _ I ■ — _.----- ( _ M 5'-3" ' 1, 1-103._6. I O I I I: r co ° f _ I —J ■ I 3-1/2" MIN 3000 PSI CONC. I I ' 2J 71' 7'-10" 1'-I " EDGE OF SLAB 2" I I I SLAB FOR HERNANDO BEYOND WALL = I COUNTY ONLY J 3-1/2" MIN 2500 PSI CONC K S3 't' I SLAB OVER 6 MIL VISQUEEN I MI I : ; S3 VAPOR BARRIER r N 35:-4" ■ • 10'-0° I :: BUILDER TO I :: I :: PROVIDE I (2) #5 REBAR I I : ; APPLIANCE VERTICALS w/ in 4 0" 12 1 O PROTECTION FILLED CELL W.H. WHEN REQUIRED 0 PER FBC ................ ------ ..... 00 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5' A S3 TYP @ 1 STORY U.N.O. 5' H.B. k0lil 7'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR IANTITY X 25" X 25" CORNER R ONE FOR EA. 1RIZ. REBAR, TYP. J.O. ternate: 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" cZ0 W 14 _ Q �• t C) OFESS\014 \\ To the best of the Engineers knowledge, information and belief, the structural plans and speaflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the ftctural engineering portions of the drawing pages bearing Engineer's signature and sea]. t» � W a n Q N N N J 6 J - Lo al LL di fA r t` J W Lu ayM sr LL y Y M LL LL L W 0 `° M C ot 13 o,-- .4_ C"o , __j W :5 '�5 ;; co -J --e IL_Z Z N M Z 6 L.0 0Q U�rvn Z O U ❑❑❑ W (D ® z W v) d � U) V) �^' Z LL 4_j cn V p —� O „, 8 �Ult C d '— CB •v U � LLJ 8 z U c 0 o M 0 w _ LL E w� g� ?o iZ z® a ° CU U �_ f � 5z°0 VO .8 oa S° z o 04 H ry N C "� 0 zz Z � C J 3 [� a �w g aw U a W d 3 yw r� o NLL 0_ v zl� °3 LaL J O M T c� L t: U 0*) _ •� Cl) Y o T— O CL m i o Cfl � T v M 0) r = CV T— •� 'd O coo) T2 � T E r cN r z z co E O U E D ai c d U _j Q p JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 6 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 (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r -.-...� a HIP 3594 4957 -4957 -4957 A,ae4 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2%6) or t-Y32" EXP. 1 (32/16) TILE: 1%2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120') NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. GABLE ROOF > 20 TO 27 DEG. [4:12]-[6:12] vr-I-1r 1 Vv114114 GnG1vVG MARK p SIMPSON STRONG TIE CAPACITY FASTENERS CONNECTOR SYP SPF USP MANUFACTURING, INC. NNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 -10d x 1 1/2" [HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 112" 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) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1 /4" X 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 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 *' 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od 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 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V 2) LGT2 4060-M 3770-F 3500-M 3240-F `A'/ (32) 16D SINKERS & (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" r SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1 1090 12-10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. _31- (A) OR 2 PLY :ARRIER x CONTCLEDGER� a SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: 14"=1'-0" �� �'' •'"�' S E F,O ri�J`f OBE SS10" f'f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within fhese drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o � LL -1 .N-. 0 •9 0D u LL NLoa J a acirNiv LL a' he J LL LL a W Z L`0 m°r % m O W a Z N MZ a: too L6IL = ODU�vVi U �2 z c-4„ z J d � ^ M LI I Z V O W v Ow Ln [� a: U � '® w � V U • Q w fop M os Zw LL E E E wo >� � zp E ll o o a Qo o� z°�� D C14F- ao o wz d f0 o �Zo mo I zU)� N Cn J "� Fp aw �Z N °o ao W a wo �W O �L J t: ^L, W O > U • � ty O r C) /'1 0 0 m (0 W 0 T' E (0Lo Qi r (0 N 1� T i OMO fT T m 3 r M �\- Z Z rz E d E v w c a U JOB NO: 21-1069 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 1.0 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1B/1T ® © ® 8 FORM do GROUT SOLID ' J U O J5 BAR CONE. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. i =0 =1 0 j SOME: I YVt Ut,51UNAI IUN #SREBAR MIN.(1)REO'D ATTOP ALTERNATE POWERS F=FILLED WITH GROUT/ SUNFILLED 10 LEAK STEEL LINTEL a Ell R =RECESSED QTY. OF #5 ° • REBAR @ BOTTOM ° OF LINTEL CAVITY G ° ,M•U• #5 REBAR AT TOP j Lu ° ° MIN. (1) REO'D ° 4 1-1/2" CLEAR 8 F 16- B/ 1 T Q Q e " z ° ° 4 GROUT D QUANTITY OF tNOMINAI,5 ° �a Q fl rn ° Q C.M.U. WIDTH #5 REBAR AT REBAR AT BOTTOM OF = - 0 W � W ? ui - 4 TOP LINTEL CAVITY 8 U 0 U) W,` ` A NOMINAL-° OTTOM a cr ci o Z HEIGHT REINFORCING PROVIDED IN Q < C7 cr Z r'- o ui D D #5 REBART OTTC 7-518"ACTUAL 8" NOMINAL WIDTH LINTEL F � w g C Q° L Q° (VARIES) to MATERIALS-16 GAUGE POWERS cTf p�lfnteIs = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area cA615 Grade 60. ompressive strength = 1900 psi. 6. Reber per ASTM 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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) 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 OF 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" Q`' r'••a•• E'• •.� V G; FCG �• ttoo 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 drewing pages bearing Engineer's signature and seal. E r_ a $ `f -, it N LL a or-)�p J Q 02 S *e '� w ,�, J W U) r4. �2 w a Q dMv u- a �d LL U_ a W Z .2m8 O0 � � � C < O ' L. a W L'O k 3 Z R' to O LLW C14 Z pV v� U) W ❑�❑ C9 � Z gNQ Z a�S Z n J d N - N N Z v 0 o U Fe O w s (� C N w W N a O W Z CM zo . ? LL_ E Zo Sp ow >� ¢ Z Z® O H� 00 Z O E O t a �i °do & wZ w ru CO� �g U mg F O Z Z J iZ o 3 0 a �w W �o HLL �k r� IIIIIIIIII' � CDd CD CD _ �w �I= S2o r o � 0 3 0O = �LJ O O 6, c� L 'C 0 � U Q U 2 O C s o m CO � .� ,r E v O = N •T� O r I CO oo 0 Lo r m E t) c co o E ON m m Il U .�i Q p 1_J JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. 8 A r 1 �A�4L11d 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 NOLONGER BE PRODUCED FOR RESIDENTIAL OR GENER AL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 18INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, 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 GUARDRAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 Y2" 3 4" CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 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 7l8" 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: FV= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklercystems including all risen 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 R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil v por retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C crete okerpo and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-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 willu issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services'. 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" 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 8". 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 2 OR BETTER AND OR MICROLAM AS INDICATED E YP # ON THE S DRAWINGS AND CAN NOT BE REVISED. j 1 •■ ~J .. 4r_ -� CU CEO ' 1Fi Ca F i- °, h�0FESS;O�i` 1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 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SN Backer and Filler Block Dimensions BCI(!,Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.811.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x / 1/8" gap / a / / ,4 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., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H /iJ CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 0 o o . GAS METER Lo 0 0 fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (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. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). rll* SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Isra 1" Nnrll nails W R" n r: Q ' Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90" HOOK BOND BEAM w cr CONSTD.90" BAR #5 I HOOK BAR CONT. #5 BAR - #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap 4 max. Q Clinch nails when possible Tight fit 1 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.— • • ■ • ■ ...:•�II 6A 1Y2" ROUND HOLE MAY -� 6" 6" A CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist B ring Location Series -Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® Ir 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) ' NAILS 1 5/81 THRU BOLT SIMPS( w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR 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. \nstall 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 _r 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 " T depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ' ' • SEE PLAN FOR--'•• • . • FOUNDATION INFO STEM FOUNDATION GRADE .o ` 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. z LOCATION OF • SECOND H10A SIMPSON H10A • • •• (WHEN wl (18)10d x 1 1l2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE ntnC 1 1117!nT1nAI runt I r"A111 PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION ' ,0 d _\ 1 , Q 7\A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 G < .d d d da L a e d .4 _ ° d a e _*- O a SEE FND. PLN. SIZE & REINF. ,i�,R,�,ttt4ltrrfftl o�if,� �PA� 0 W a�'�• N 1. E: U . C'0 O. s� '•.,* 1. •,.• •6" P `,oF` SS10! ,N f•/if111!!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. Q Eco N ch- 4 J 0 R d C J LL •—9 0D0 1 a �N0 a tLY mLLii 0. W zO 13 rm�� �o ig a: 0 _J T _J D0 Z UV coIL OZ ❑ 0 ❑ CD z z Q J V) z M FL 4- J i- U LL' o a 0 W s V1 �Ln c N rn as rn ,,, - t _® U � ® 0 s� � y � w Z2 E zo 0�F >- o E: o E ° U� U z N � < � g �° W Z w �� ° �o. F zz z m 3 0 Q W g° W a e0 a =w CD T= °zl�a a 0 3 .0 C) F2L J O rn m m L � U 0) Q ■� U C 'o T O a = m0 to ~ (1)... T Ed. co T = CV r •� O m T � 0) T T r Z Z c B O E d w c a. U Q p JOB NO : 21-1069 SCALE : AS NOTED SHEET NO. SN 1 12 (TYP.) P•) VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & i @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH Cl) PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. r ° ; 4 HURRICANE ANCHOR @ EACH t> —' 71�r 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ T-Ii! 2"°016" PLATE WASHER (TYP.) Cl) ELEV. V-0" (ALT: 1/2"xl 2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 211- ° ° X ELEV. -0'-31/2" .31/2" MIN.z a ° ° ° ° 4 2x4 CONT. p ° ° ° A.F.F. � . ° °° d = ° ° N z p I I° a ° ° 00 R .p RUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF LOCKING @ 12" O.C. w/ (2)12d TOE NAILS V (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS ACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT _ CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. __,---2"x (12)11 NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8-x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS / STEP, SIZE OF FOUNDATION AND P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /2x x 6 W1.4 x W1.4 INCLUDE THE WALL 2" WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH �31/2" MIN. ° 1/2"(min.)- 4" / ° °-►— 1/2"(min.)- 4" _ � Mm Il,�!1�1•�!Il�lll�ll�!Il;�+ll.�•11:�1�^••II:�!.II�II.IIt!11-11�11�.11,�•91�!'u�II��II'� --•11= 1FIIIR�-Iffll=11'.=911=11 .1166:;1=1C=11�11=11=:11=11 CONT. �''-Il�ll�ll 11 1�11 CONT. -11 = II�11?II.�1 • • �. .GARAGE SLAB AT STEP B, TYPICAL BEARING WALL C@ STEP (@ SHEARWALL TYPICAL BEARING WALL @ STEP ' ® "SHEAR WALL" SCALE: r 1 \\SID VPE SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4- (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 2K7 #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 5/8 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. x6JBOLTS BOLT "" "" BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " ( 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W! 3500#, MIN. TENSION 261 *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 z _ ARCHITECTURAL w/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR ._ _ r 2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH Cl) E FINISH TYP. c PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR p ° s : ° p . p GRADE 40 MIN. Fy740kSi � 1/2" GYPSUM WALLBOARD GRADE r ° z #3 & #4 LAP SPLICE GRADE 60 MIN. Fyt• °' z Cn ° FINISH GRADE 2 25" MIN. LAP 30" MIN. LAP [ n D 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° °. [ ] CELLS (SEE FOOTING MONO SHOWN p p o W M- 4"x4" FOUNDATION PLAN FOR CLARITY ° AP J ;0 6 MIL VAPOR BARRIER °s• ° .FOR LOCATIONS) ° i=I 1=1 =I I=1 I —I =I = Z #5 REINFORCING BAR R 17/8' `�1x4 P.T. BASE NAILERY4 ° I 1—I I 1—I 11-1 I I —I I I-1 I i- z° ' #5 LAP SPLICE INSPECTION D _ _ _ _ • (2) #5 CONT. — PORT AT EACH NOTE: I=III=III=III=III=III=1 I � �•� g 1-1 11- i� ° ° 36"MIN. LAP (36"MIN. LAP] ON 3"CHAIRS 31/4" BASEBOARD COMP. SOIL. (COMPACTED TO — " 8- FILLED CELL TYPICAL FOR BEARING WALL I=1 I l= =1 1=III=1 � �, I r o W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM _ 10" 8 1-4 8 MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ —_ 1— co AT GARAGE CONTRACTOR III=1 � 1=III=III=III=1 I=1 I= I I=III=1 I I=1 I =III=III=III= I I D1557) MIN PSI MAY VARY PER cn =1 I=III—III=1 I=1 =III=1 1=I =I 1=III=1 =III=1 =1 I —1 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "—i i l=III-III-) I ;III=III=III #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" DECO GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"--V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL , SLAB INFORMATION. SLAB INFORMATION. E00 M `0, 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° ? min. 4" BARRIER ; C 1 ° A GRADE • • 04 = a COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4° V-8" (2 STORY)l DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 r TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER Ir SHINGLE ROOF 8, ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG _ — ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" IN,S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT 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. OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z M � °' _ r, ' SEE A/S3 OR J/S6 ..' FOR REINF. INFO. 3 "MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. —� �==11=11=11�11, 1 � 5 = �II�ITT= 1�' -" 11ll=11�=11�=11=11�= r— �n-m—rn—�rr-err • TYPICAL THICKENED MIN. :DGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13' O.H.D. RECESS N Cl) 4"I 6.0 T •_ I SEE A/S3 OR J/S6 I I 1 I X FOR REINF. INFO, 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN C d < d Q d (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO TB P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALP& ¢ - • INTERIOR � : I d. .d • -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB •� z � e N � — 6 MIL VAPOR — BARRIER . I ' 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. OPTION #1 w a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. •'� w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :'o: AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTTO END FILL E PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ? GRAD a ° E FILLED SOLID (SEE PLAN FOR _ _ _ _ ° a 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) a � ;III=III = ° ,• = =1 =1 1= I I-1' I T WWF OR FIBERMESH T z W= �' a W 1=1 I— 1= 1=1 W 1=111=111- Z ° BRICK PAVERS or SLAB PER w 00 v' _ =1 I I=1 • • °• = z� a — — — — 0'-0" FIN. FLR. COMMUNITY SPECS `_ N -- 1I—I — =1 I—III—i — i I —III 4 — -- =1 1=1 I—=- — III III=1 I I —III —III —III FOOTING III=1 I —III_ U - I I-1 I=1 1=1 11=1 11=I 11-I 11—' BEYOND T .,• ,, ;•. ; PAD REINFORCEMENT 3„ MIN. CLEARANCE Y • _,. �• : SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ' ; •. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING 2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" acAu.e: y.• _''-0• S3 SCALE: N,T.S. S3 ;��tO�1StEllhlfPf,�/��' '�,, ��,• ' O w AS U '•. o F 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. IC Q E P CO, CC,)r ac Q Lo LLJ a ') N O LL p• Q Y JLLLL L 0 o 0O WIS LL tj I.- M T ) . a 7" UM L N MZ �y O aa O U 6_1 con Z W �0� I z � z � NUj N z N •U c 0 ,., g fn �N C N C l.Lt J � a Q C-4 C. � M w � W 2 LL' E 0 g� � a aO t- ro CL -0zQ Z- N ra CD r� a o� w w N c U m0 o = z - � N � Q W W N 3 of ao = � i O J � I= �p aI J �O 'L O (0 ui L � 0 > U 0) Q Y 2 O A 2 [� 0 (o O ..� Eco O (O c N Ln T T � T Z T E O M r d z a E U J Q Q J JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK PLATE —� EVENLY WALL IS 1 1/2" MAXIMUM EXTEN ION FROM EXTERI R 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 HEADER FLUSH TO OUTSIDE OPTION S O 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (npj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d ! (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .` STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 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. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW tl B MASONRY LAYOUT K�D� S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 �I�!� Jlliil�l�i�l�!+�I�■ mro— :. .. .. _ ■!mill III'■1■ ■!II lit■ ■III Ill■I■ 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-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 112"X91/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J e < w r 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. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �po� N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Q. VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP I IARAGE IOOR vwn r nnvn 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) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� 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 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL�, SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (T'p•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 112" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU v O/C FIELD 7.\!2-16d 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK P-M 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,�� ICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ Y616d TOENAILS TO P PLATE NOTE: 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 C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 f NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED io 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) i (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE i 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM 4 / V d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K"R SCALE: N.T.S. S4 �y1tt143EQ1!ttff,IfAhp ,,�, .•• "As _ clj J �, ✓' x Y,r L1 • Q_ F l-`� 'F£Sa�G� 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. E r- M8 a o 6 p�� LL G S rn a0 N ik LL W 50 w W , LL aLL C-, ayrNiv ° Y -9LLii 0 � 0 0 = r� 0° W EN�p w O J .92-- d � a a Z u. & z � rn 0 N U 0 Z O U ❑❑❑ W z N z z J t N z -8 aJ LL �a0 y 'U� .41 � 0 W 8 N Ccm U '® .2 E — 8 I z� .2 C 0S 8 Y Cq Q � Im z o U_ E 0LL jI Y 20 Q E 8cc 6 E $ Z U oaQ O zS .0 Aw!�S C c o U LL 0" Y 2 z Z 0 ai CL Z 3t Oto 10 Ya c0i 3 LO J O � ru 0 IS a W O U '­% Q ' O O a C:m T E � fL0 r .T� = 04 CD T r I (0 coyo, N � Lo r E rn Z � M T r o Z W o is E O �, E m IL U Q 12 3 JOB NO : 21-1069 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 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 t7 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45"t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA, END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM T OS SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS �17 w/ 1 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 74" 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 NAILING SCHEDULE FOR SHEATHING `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)1 Od & (2)1 Od 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 7116" @ 48' 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. " AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C lj�2x4 "T" ON TOP OF PANEL (2)16d @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO ---" " " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM I N O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N - Co NOTES AND NAILING INFORMATION `� � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 0 BOUT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2X4 BLOCKING 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF w/ O/CTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO /JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU OF THE LAST LAMINAT 0 ( 2X4 "T" ON TOP OF PANEL 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 L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g SEETYP.WALLSECTIONFOR SCALE:3/4"=,'-o" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 1 S5 12 6.9 MAX. J S5 GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d XO.131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 T' BRACE ATTACHED W/ 4" 10d NAILS @ O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILre SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS Ir TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUDI FASTENED (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE ITH (3) 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON — LOAD BEARING LOCATIO (UNEVEN CLG.) (oT SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=l'-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. C7 a 9 CORNERJACK Y v¢ , w z tY 0 HIP FRAMING REFERENCE PLAN L "ql NIIIIIIIIII NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 I Ht ll����A` .. �• S '•ri d GIN 44 F l.0 0FESS\O' •\ y 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. i» n 11- E r• g o N8 �.6 ' " FA N 0) LL S ,n to 1- a (A r. LD LL W M v °• �e a _9U..LL a W Z `°ca �0 13 0 oC4G x 0 W ¢ co C; a = N M Z W S2 0 L Z OU v_jy W ❑00 M z N z9 Q aIn - N ^ , W V O LL . V N o p U 0 ,.1.1 N c Y, w t U 1 AIll o � W M of ZZ E o o li go 0 E U w? oa z -C 9 Q �a 0 N a? S Qz w. mo C U N = ow z N J m a ° Q W z z N �w ool = o az W R �5 v z ° 3 1211 L J 0 rn m �✓ O U ■ a) > T 0 O V C m W H W C �■■� E v f0 T' r = N T— •� O T 00 T 00 z r_ E 0 ayi E V C a v J Q Q J JOB NO : 21-1069 SCALE : AS NOTED SHEET NO. S5 -- - -- i r i Il i 1L FIL 1- I 1/2" DRYWALL DOOR JAMB REFER 1X4 1/2" DRYWALL ( 1x4 1/2" DRYWALL DOOR JAMB (REFEjg\1 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8" DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CAPPROVAL FOR CONN. APPROVAL FOR CONN.1 X 4 x4 #5 REBAR (TYP,) `2X 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3-1/4" LONG X 3/16"m FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` AND NAILED W/ Sd COMMON @TAPCONS 6" O.C. EDGES AND 12" O.C. FIELDO.C., @ 2 ROWS STAGGERED N TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4 2X8 (TYP,) ` BLOCK@ SPACING „ x.. FROM EACH END w/ MIN. 1 X8 O.C. 2-ROWS INTO DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 ! 2" DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL , go° HOOK (TYP.) STD. g0" ` /� @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCTr]L:J/ L 4% 3 J METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCTdy LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16"11L ` BOTTOM OF AND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING @ END w/ MIN. 2" EDGE DIST. NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +211 w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 f 4" DETAIL STAGGERED @ 12" O.C. 3-1 �41� DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSES ' ` L #4 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 16010 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 21 (�11 QN -`l SOLID W/GROUT O � 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK 4UPLIFT SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/z" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 X $ 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' ; ;. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN ." BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 10 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. xO�FRygN ARCH DETAIL � 4' MAX. RAD. UE SIMPSON 1/2' DI (CENTERED) w/ � TO TRUSS TOP CHORD MS1, N. 4EMBEDMENT AT16"O.C. + cF + NC 1 r-O rr 5-O r n SCALE: N.T.S. SS 12 + P h PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE , + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + BLOCKING AS OlLf INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK 1/4" x 31/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + REQUIRED > ► ' ► '•� • h� 11 EMBEDMENT INTO K.) B-B / MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° • ° ►.. #5 BAR • BLOCK HEADER I N 11 2 8 SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS + + SOFFIT + ► „ '' • ! p ° p 1-0 • ► ° : CENTERED W/ IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 gd NAILS 2X4 SYP EACH TRUSS • h. ►'' • o _ ► KNOCKOUT / N s ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR i! MONO FOOTING ., .:.: ••►°. PROVIDE 2 x 8 DIAG. BRACE B (3) , SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. _ LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL •. ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT 4 z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD •� . R BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN s 90' HOOK iv r TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CELL - • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , : •. , ., `• I • �., , : ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" •' � �'� � !'� � � �'�' INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. '�'��� f � ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ ENTRY K'T� SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION,) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 wl (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET' � z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" � EPDXY MIN. 6" EMBEDMENT & ` 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o v n REINFORCING AS FOLLOWS: ¢ a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. °:M..; r-:' SEALANT = g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. N 6 MIN. LAP SPLICE W/ o ° U 1 a EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL cn rn FILLED CELL SMOOTH. DO NO FURROW. • e ,: . \ � „ DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° `" R REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g > ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL' \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = , SCALE: 3/4"1-0„ SCALE: 3/4„= 1 - 1-0 " FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. t t t t t t f rrr��l� `�!`ett► O W N Q- f'••• S E J �b �[ w U; `,0 - 1. Z F\_0 r �•� ROFESS\o �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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» S r E(n Grp ap p to 00 °�' a* U. wa 13 J, U. a w S 0 Z 0 0 t@°gg' �30 (,5 W �5Nrp ��pjOh d�a Z IL Go a N M Z rn O = 60 c� vvi W ❑�❑ z N z �oo Q v J a N N z o S. �E3 (3) Q A 0 IL, 8 �N 41 0 Q N w o w M Z J IL ; E R 0- Q �® Q 0 ? ,8 oa 80 Z O E N L �s Z ¢w¢ 0 �z w W WW J �a C 6 o oS y0 m � a Zu Y Z Z _F co J v� �� �w go �z Bw a C, ¢ O CD � ui Ow Z � � x 4 O~ U mCD >L J rn m t� L 1` > U 0) Q LL 0) > O r 0 C .2 0m CD r ca r = 04 r CD coo) Lo r ui coo o z z E 0 E ; R a U _j Q p JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. SS r CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OIL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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 r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL 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 MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSPFLAT OP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— 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 IV 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 K8 SCALE:NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFf HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 W/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 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 BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE lo 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN oo INDICATED ON BM. lo SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� 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) SCALE: 3/4"=1'-0" A F A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 W/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" 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. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST 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 a 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS �' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 W/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 9 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 All (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS ro z •J Q O �O�N ••.., F L 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 n r, 0 g R yC � J I N. Loa 0 7 � GD rn ;k LL W a -9LLi_ a Z — _ o u$to MO WA 2pjO' 4 a Z IL N Z N O Z O U U y 0 z F J a z N �_ � I Oro �' U � Ow �N c N ro U g LU c � Q A � w Z C")z o� 2 . E W C �� Z>Z GN 6 R go 0.�z E y t— 00 g� 9no oa wo s o z N az ¢p Qom wz wZ r<� �� C - C y m� oz iz z Cn J d 3 ab 0 2Z 5zu W G U �� �o a W N 7:k � LL N= co coR zla 3 = NO >� J OtM B T L C jU O) _ Q •� a) U o T C)� C .2o m CD � T v td r 0) = CV 0 1- T 1 T C) T r o Z re Z = i/1 E O E m € a a v a o JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. D1 s I rn z N co rn 0 s 9 0 �p tD v cc rn CD J 0 I coo i iT 3 a 0 E is a 0 0 . W JR 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 .t WINDOW BUCK 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 TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT 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 NAILING FLANGE SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH - 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 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 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 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� 1 �© 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M V-4" PER PLAN V-0" PER PLAN SHOWER SEAT SHEATHING SELF -ADHERED FLASHING 3" MIN - SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt ILL 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. 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 ' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB&HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 77FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" READ ESIVEASSHOWN)LEASE PAPER TO SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. Jim - Ground INSIDE CORNER 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. 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 autters. Lath Sheathing Stucco SELF -ADHERED FLASHING PATCH 2 SELF -ADHERED FLASHING 1 2 4 5 a a uJ Lu PLASTER STOP - a. CO = W CONTINUOUS BACKER - U ROD & SEALANT W W x Cr Q � � W ° A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER (I 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND SELF ADHERED FLASHING (SAF) -o o- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. e 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 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all I Note: �) The building paper and metal lath must be Cement installed over the top of the weep screed. - - - Plaster A tACKER ROD over block 1 st floor FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E o gg N.0 C J LL a rnnr1 LL CL 0 caLLu_ a W Z tom°'o �._A� mo Z torrN Z n W fn 0 p V cai 3 tvi� Z W ❑❑❑ z N z Z iZ U)Vl - N . C1 Cn LL m O W s Ln, ^ v ' Ly N 03 U 2 sJ U _ Q s�o M W M Q Z U_ aa. o E V I_ uj �o �U _- ® 0� Qo 0 ZE8 oe� CD°yay L �Z `O mF>s o, zC Z ZjCw _J o o gZy 0 Z p V- <o 41kW J CD co J= w 0: o co ila u 3 eLo J Ot L � CD U Q N LI.. > 2 r O C m O to n' T (6 r _ � T T (0 LC) y 00 m T r M r Z Z _ E O O a U Q p JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. WP I v a I. _ - 1 HUr4R/CAAFT Mounting Brackets (10 Gauge! +1/2'x 4-1 /2' x2-12" it Back VOSS Support (Allay be cut to W) See Anchor Schedule r� Right Bfradcet (16 Gauge) so V 1 /2" Dia. A325 Gaiv. iTY0 o • r14 self-Drii(in Screws 1 as�sp A/C Unit bottom Edge a Hurricane Strap (Typical. 3 in front) Washers Front Cross Support Set Wicking Nuts (May be cut tow) Left Bracket (16 Gauge) N i 4 Seib-Drling Screals Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spec+tie eaetaiiurteon tenerweYlulma sa.u, �ish�o. ri w" azit Hser�o An Rows: tilYtla� SB% "'^"d siv" " tiros WQ,bWfnwm"w Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 1n41L Product Approval Application Detail rra0a dltlb or no are Data wnwrso Dint Muse Ye a 1let Sgrtegl 6dneraLlonse Vgkbtdore y son= ►oreabspaal rApprovedt Revisits 2020 Droar Metals, Inc. Jests shuriete Zachary R. Priest Lae. Bowen dP.E. OPIUM 08A9/2020 0WD2020 10/132020 Approved Category: Rowing (502) 303.1511 PE-74021 (334) 300-1800 SuldCanpory: Metal Rang ishumateadrexmet.can compliance MsapG EvaWrian Report from a Florida Registered Architect or a Llomsd Florida Professional Engines omdty Al wac. Approved for Use Agpiewd for Use knpm D!sion E.a Y Product all ba.nbar or rams jDesorption caarest t9mlretlon Daa ItLNYiB Otftdo "Vm Rufstvt P1414M 1 Dr.al Meal Racers Systerna DMC I DONS, DMC 15033, DMC 1758. DMC 2003. 12f312025 Yes No WA +O/Liao DMC SV Florida Department of Business is Professional Regulation P.p i at Building Codes and Standards t5liD21 Product Approval Application Datall 9911L AOMLa ara 201 Dan lisandraz bete lea Yadw MUNRO= 2211111ad idd" MilYmEtia ITIC AaaMMl mamma Ela0a MYmeim 2020 Small Vnt Products. Inc. Michael OMam Harmers F. Notre P.E. Locks Bowden P.E. n2N e12020 1211 OM20 12r2811020 Appr-d C.Impw. 9tr &I Components (877) 44163e8 PE-73770 (334) 300-1800 Subcategory: Product k4rodiced ore a Resue of mfoBsnenvenl.am New Technology Conpgwpe Malhod: Ewlualim Report from a Florida Registered Architect a a Licensed Florida Prdenlar Englnaer fulauguuao gydxawmEmu Assalrond few Um Absrev.d%,Us IMM DYYM IRA Prodxb Ywlsl. Ilumbr or Name p p Q�g In fpyZ RaWalr PJafYse 1 9rmrrlVnt Modal #1540.510 Duel Funot Flood end Vartleaa Vert 12/31202D Yes Yes N/A +100/-100 2 9madvsd Morel #1540- 1 Duel Function FloodeM Wrrleea Vart 12/512020 1=1 Yes Yes WA +t00F100 3 3n_wmt Model 015W520 Ith"ad'low 12J3i2020 Yes Yes WA +1001-100 4 SmAdVer Modal 01540.521 mottled Flood Vat 121312020 Yes Yes N/A .1OOA100 5 SrnadVem Model#1540.524 16&qua;Gwape DOa Flood Vent 12r312020 Yes Yes WA WA 6 Smar1V.m Modal a1540.570 Wood WW Installed Flea Vent 12r312020 Yes Yes WA +10oMoo 7 SmmartVe t Model *1540-574 /4.5&qud: Gerage Door Flood Vent 12131nom Yes Yes NM WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 d3 1q/2021 Sao: erav [ Ala Dale Dra le nabs Asa no YYaga L1 figoleri E�W Au- yNWaled gal xodw FDC Abscond mg "d X"R.4sien 2020 Thema•Tru Corporation Sim Jupesa Lyndon F. Salad. P.E Ryn J. liong, P.E. 072Y2020 071121202O 07292020 ta20 1320 AppravW Crsgorr Exterior Doors (eiO) 843.7628 P643409 (613) T876555 Subcategory: Swngng Exterior Door Assemblies s)soersomm�themaku.00 Compllace Method: EvaLalia Report cam a In Flada Registered Architect ore Licensed Florida ZLINiUMBMRM Prdesslonr FAglrner Awl PrrWee Yrdal-aneuberw Wine Quarter Assurserace ria Approsadfor Use Aoorewdforus 1D.fRAIi knftd sadaget Design loulan 1 e Theme-Tru Rbw-Classic and Smooth -&our Nonane168i39;& &qud;lnpad&qua; Opaque 12I512027 No Yes Yes NIA Composite Edo. FibwglAn WOW Door (In.MnfY0utaaN9; X configuration) 2 b. Themme-Tru FIDenClseele and Smooth -Slit Nominal Sam;$ &QUW: &Ct&q a; Opaque 12/312021 No Yea Yes WA Composite Edge Fiberglass, Single Door with SkleMKs) (InswngtOunwing. XO, OX W OXO 3 c Theme-Tru FbarCassic nd Smooth-9s aneglN.pas) Nominal S&MA &oud;lmped&qud; Opaque /2/512021 No Yes Yes WA Campo. t. sops Fiber fir. Double Dow with or without Srdalnes OnswmglOutswlna XX w OXXO caAaFadas) 4 d. Thermo-Tru FlberClasle and Smooth -Star Nominal 5eg8;0 &qud;lnpeddgud; Opaque 1213102021 No Yes Yes WA Oomprait. Faro. Flic"ass Single Door (InsWngl0ulawth9: X configuration) 5 e. Therm-Tru FberClaslc and Smooth -Star Nominal swo;o dqud:lmpsctdquok Opaque 12/3102021 No Yea Yes WA Composite Edge Fiberglas Single Door will, SlosaKs) (InswnglOurswirg: XO. OX or OXO mlo n ws) 6 1. Theron-Tru FDaCNsk and Smooth -Star Nominal 681399 umotlmpect8guot Opaque 12/3102021 No Yes Yes WA Ccnpaite Edge Fibergeass Double Door with or without Sldelltes (lnswiny0ulswna XX or OXXO 7 g Themc-Tru Fba-Clasicand Smooth -Star catgaatlas) Nominal S8A38;8 &qud;lmpad&qud; Glazed 12/312021 No Yes Yes WA Composure Edge Fib"en Single Door (Inswrngrou(swng; X oaalex" h) 8 h. Theme -TN The-Clasle and Smooth -Star Nominal SMO;6 &gtatlmpaeaguoK Glazed 12WW21 No Yes Yes WA Compcerte Edo. Fiberglas Ow Owith 91daW(s) (Inewmgouawinp: X0, ox or oxo conloura0as) 9 1. Tetra-Tru Flow -Casio and Sm.0th-Ster Nominal 88#39;8 &quotJm;e uquot Gland 12/312021 No Yes Yes N/A Compote Edge Fiberglass Double Door with or without Sidrn.a (I-.910u mina XX or OXXO assets A Aownwdfor Use Acigovedlor Uwa Il)essed )DI- Son& PraAidYodel.Iaetleralarm Prodeg„ CorVaotllmlretlbsDos 1.HVHZ Out Rel.ot p1 12 f. Tbera-Tro flberCtesilo rld 3mocpFSi.r Nominal 5&e39;0 &quo:impacNAuck Glued 1213112021 No Yes Yes WA COmpetlle Edo. Fiberglas Double Door with or without Sidrhes (InaWngl0ass4g; XX or 0)0(0 conlouratia.) 1)mt Ymlaa usiuma [f[ RvAlmon 2020 POT Indu.trks Category: Extra Doan SudeCallgistrin Swing EXtenor Door Asumbles Cenpeaucs Mehok CrsscWa Mark a Liens gar! 9 9 G9 -55T0 (Larne Mask knped) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 or 1 Us any at Data no AYE Ala SraMaH valMehedav �a FBCAbsreval APa vd so" Jos RosowsLi MtamFDs k BOOD-CER MWd-Dada BCCO-VAL 111PIa2020 101=020 /124/2020 Approved (941) 4866100 (785) 315.2590 jrosaxsblQpgi rnduslnexc an Quality Assurance Approved for Use Ana'owd la Us Imina Digital product lmcription -- In HVW Bad Alto 9ceaa VIrg4 Siding Gael Door 04/142021 Yes Yes Yes N/A January 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 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and 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 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business & Professional Regulation Standards Building Codes clot tamale d5 Product Approval Application Detail Page 1013 ilrt2w 2011 kd= Bra Bra Data P 2- a" mm Yanm Mid C hied e,dmrereuaere. validated! Us submitted FWAbsroval Aea[sng esaBla ReMslon 2020 Theme-Tru Corporation Slew J.W- Lyndon F. S.Im", P.E. Ryes J King, P E. 074!=20 07/i 22020 0712902020 10N3l2020 Appraed Cogorr Edna Dears 1300) 843-7828 PE-43409 (513) 7676555 Subcategory: Swirl Warier DoorAirembliel slerparson@thermWu.co Cemplterca MaUpd: Evaluation Report from a in Florida Registered Architect or a Licensed Florida Prdeslonal EnDneor Aeafl Number a Kernel aar.RLAnn- Product Danielsen anekatlbsDal. - Absr-dforUse Atignend 1.Nv Z OubWeNVNZ herUse ImpactDWan )Rilsistardt p� 1 a. ThertTm Fiber{Yassic and SmoaR9tar Norrinal SUMA &Quotli paa8qua; Opaque 1202021 Yes Yes Yes WA Composite Edge FOer ns Single Dow (hunri grounwNa; X caepuretlon) 2 b. ThannaTru Fiber -Classic and BmathSar, Nominal 8&#3e;6 &gnw;kWmd&quoit; Opaque 12M112021 Yea Yes Yes N/A Comports Elbe Fbew glus Single Dowith adliter(a) (inew(nglWtewMg: XO. OX a OXO 3 c. Thane-TruFine-Clesac and 8mowtF6br NaMnr B&a78;8 &pnoterpad&Ww; Diced.. 12/31rMl Yes Yes Yes N!A Composite Edge Fiberous Double Dar with or without Sidon (InswingCulswna Xxa OXXO antaguralms) 4 dThwmc-Trio Fiber-Cinsk and&nath-Sinn Nominal 614036;0&quot;lm;adSquix; Opaque 12MI2021 Yes Yes Yes NIA Composite Edge Fiberglass Shp Door (Inswng"bswbg; X ewdgluraba) 5 a. ThemFTru Fltuti CYpk and Smooth -Star Nmdnal linued&Watimpaa8qua; 0paµle 127312021 Yes Yes Yes NIA Composite Edge Fberypes Single Door with Sdahtwa) 0rawngqutswmg; XO, Ox w Oxo cmegurficas) 6 f. Thermo-Tru Flba•Cianic and Smooth -Star Nominal 88#39;0 squorkne act6quor; Opaque 121312021 Yes Yes Yes WA co pests Edge Fberdas Double Dow with or without Sidon (Inssing/0utswlna XX or OXXO caepurrras) 7 9. Therma,Tm Flbar-Cnssk: and Smooth -Stet NaNnY B&Y39:8&Watampact&gat Grazed 12f3liM1 Yes Yes Yes WA Cwmpoae Edge Fberyles Single Dow (.mawingfouawirg; X cadora0a) 6 h.Therm-Ton FlOer-Clessk and Smooth -Star Nominal 88838;8&WatlmWw&Wa: Glared 121312021 Y. Yes Yes N!A Cwnprake Edo Flearysss Single Door with Sldeen(s) (InuirgAOutswing; )(O, OX a OXO cdnagaallone) 9 i. Tbemi Fate-Oaerc and Smooth -Star NwWld GIMILA &Wo;i paw&gJat Glued 121312021 Yes Yes Yes NIA Composite Edits Fberon. Double Doer with or without &VO. (Insnn0r0ulslslna XX or OXXO consondars) 10 1. TMrme-Tru Frier-Oass c and Sm ocimStar Naar 88Y3gU &qudIe"ct&q ql; Grazed 12/3irmi Y. Yes Yes N!A Composite Edge Fleerglass Single Door (9nsMnyaM tg; X oonsgurstion) 11 It Theme-Tru Fiber -Classic and Smooth-Sar Nominal 86J159;0 &quo;MpawBqu r; Glazed 12/312021 Yes Yes Yes WA Cemposke Edge Fbareass Single Door with "I ta(s) (Irmingl0utswinp: XO. OXw OXG cwdguregas) 12 1. Therma-Tru Floe-O.Wo and SneathSter Nominal &sr39U &qud;I mpaw&gaa; Glazed 121312021 Yes Yes Yes WA Composite Ergs Faberge. Double Dow with or without SMeses Onarinp+0ulwlna XX or 0)= codgra alons) 13 m Ther►Tru FbenClasile and Smooth -Star Nominal S&#39A &qudin,"P.Aquot Opaque 12nlrA21 Yes Yes Yes WA Composite Edge Fi6erw glees Single Dowith lidudA Impstlaqua; SoenKN {M.eith9f0atawin; XO, OX a OXO coneguteeaa) 14 P. There-Tw Fiber -Classic and SmoothSnr Nominal 86d A &qud;ampedliquot:0peque 1213MAN Yes Yon Yes WA Co pcete Edo. FMrpesa Double Door with aqua:Non-enpaa&Wgt Soon OnewMWOul-ma OXXO oo MOUMUM) 15 0, Thenna,Tru Fiber -Chorale and Smooth -Shur NaaY UIPM 0 &Wd;MpewBWo; Opaque 12r312021 Yes Yes Yes WA Comption Ed& Fbereass Single Door wall &qud;No'FYflpatl&old; SitleMKt) (nseinWoutawtg: XO, OX a OXO caepntlda) 16 p. Theems•Tru Fiber -Classic and Smooth•Ster Nominal &amA &quctipaa&g1a: Opaque 12f312021 Yes Yes Yes N/A Canvases Edge Fberons Double Dow with &quotAcrotnpacts,qud; mdek" (bsakoglOutsnna oXXo eamgumw) 17 q lhi mrhu Flit-Chisak and Smooth -Star Nominal OU394 sgatNcn Impact&quit; Opaque 12/31=1 Yes Yes No N!A Cwrpoata Edge Fbwglaes Single Door (Inevinp/0u169reg; X co neWnsuci r) 18 Y. Thema•Tru Flbw.CW*ok and SmocthStar Nominal 6&Y39;6 8quatNa-Inpsa&quoit; Opaque 121312021 Yes Yes No WA Composite Edge Fberp(an Sengle Door with Sldelieisi llrlBwngA3ufrsYg; XO. OXa DAD calgrmriona) 19 a. Thrra-Tru Fiber-Clgre and 8m00pF&ar Nominal 8dMA &qud;Non-ImpawBged; Opaque 12r3irMl Y. Yes No WA Composite Edits Fiberglass Double Door with or without Swan (InswinwOubwwng; XX or OXXO canepurellas) 20 L Therms•Tru Fiber -Classic and Smooth -Star Nominal OWN'0 &quotNa•Impact&qud; Opaque 120,12021 Yes Yes No WA Composite Edo. Fiberglass Single Dow X a) 21 u. ThersFibe Tru r-Cliselc and SmS oothler Nominal s8s� &4Ncn4rrrr paetdqud; Opaque 121312021 Yes Yes No NIA Composts Edge Fiberglass Single Door with sdelfte(s) (Irnwngl OUNwtg; XO. OX w OXO conegwrlons) 22 v, Theme-Tru Fbe-Classic and Smooth-Otef NaMnal Bda39;0 &qud;Nonlr;pK'&qud; Opaque 12/312021 Yes Yes No WA Composts Edge Fiberglass Double Dow with or without Soon 0newthwOubwng; XX or OXXO canepnrelras) 23 w. Therma-Tru F®a-Clanc and 3moolh-Star NanMY611100A&WotNa-Impact&qud; Glared 12n1/2021 Yes Yp No WA Composite Ergs Fbersass Sinn Door (InewnliMbswng; X conegursh.) 24 x Thermo-Tru Flow -Lasso and Smooth Sar Nominal 886039A agltl;N-Inpact&qud; Glued 12/312021 Yes Yes No WA Composite Edge Fberglaa. Sngie Dow with Sldellals) (Inew"giOutswng; XO. OX or OXO camegoralWrs) 25 y. Therm-Tru Faw-Clasae and SmodM9ar NanmY 88w39;8 8gnd;Nw1•IRpeetequtl; Glued 121312021 Yes Yes No NIA Co poser. Edge Fbarigne Double Door with or without Sidon (Insaingiodmng; XX a OXXO cwdgurelwts) 28 z. Thames-Tru Fiber-Oasslc and Smooth -Star Nominal 68N39;0 &Wd;Na-Ilrygt&gx/; GIUW 1202021 Yea Yes No WA Capone Etlpe Fiberglass Single Door d8M3B;0 27 zit. TMrme-Tru Floor-Caask and SmodhSlir NcrdnW aXot;Nonre3en) qud;NadVect&quit; Gland 17131lt021 Yes Yes No N!A Composite Edge Fiberglass Shoo Door with Sldellwo) (IMWInvouning: XO. OX a OXO configurations) 28 zb. Thera-Tru Fiber -Classic and Smooth-Slar Nominal BU36;0 &qud;Nwn-apect&gld; Glazed 121311=1 Yes Yes No WA Composite Edge Fiberglass Dcul a Dow well or without Sidon(Inswlnfygdsetna XX a OXXO conegiestions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application D41tall Fop I of 2 libmi se,la E[d&Lg[ DYt art! Do arts lYa! vwdon tllMUNckaft cannot Llmdnailiumnse YtldatO by VANM*d KONraa MIC Approval Apgron4 fiat ROM" 2020 Theme -Tau Corporation Sava Jespason Lyndon F. Samlat, P.E. Ryan J. King, P.E. 101Y2020 07/122020 07r4W"20 100132020 Apprawd category: 00ena Doors (800) 843.78n PE-43400 ISM) 7674555 subcategory: Swbging Ederlw Dow Assembles anepraa@Shenmh.W.eo compliance M.thed: Evaluation Report from a rim Florida Riegislered Arch ore L.-sad Florida Professional Engineer 91M1lIYAsseeocer ncaosadfor Use Imeaus podm moor a 9aJatl Ain or RYu% Die HWZ Reboot lx�stn 1 a. Thema.Tru Fiber-CMaNc and Wodfl-Ober Nanlnr Bsmil.*88qud;Na-Impect&Wd; Opaque IV312021 No Yes No WA Cwnpaee Edge Fit-&. Single Doer (InswngfOutswin: X caearration) Florida Department of Business & Professional Regulation Pep I I Building Codes and Standards 115mi Product Approval Application Dann Swat Emov or Bra Al! Do" PKWIM 212 lima glum Ye14om am= 11 t YeYa.MiAWM= iBSd=Mval mnmna a s R.Nalon 2020 MI vandal sin Doors Brnt taalger Luis Robert* Lamas &even M. Urla, PE 1000012020 10lO&= 10/122020 12115=20 Approved category: Eidela Doors (717) 365-3WO PE-82514 (717) 317-8454 Sr6Catsgory: tYdng Ext.W Door Assemblies bnangerilimiwd.com Compliance Method: EwM Wan Report mom a Flade Registered Archrect or a Licensed Florida Pransslanal Engn.er aeo # Rodud YodsL Number or Name Quality Assurance Proles dswleaon Cw4 a "M Ile. Outieldw AbscondedKIM Rostaint Deal- Pressure 1 9ERIE3420 ALUMINUM SG0 SERIES 420 ALUMINUM S0D 0X0 1251r2024 No Yes No WA 145-V48 UoI:x80&quo1: NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XD, XX 12/312024 No Yes No WA 96&qudx80&qu.t NON -REINFORCED 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/31/2024 No Yes No WA 145-304&quotxil"quoL 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OK 12/312024 No Yes NO WA XO, XX 9edquot,.968qual 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM 800 REINFORCED XXX 12/31rMil No Yes Nc NIA 1438quax968qud: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 .12 IWMI Coale Units or Dalg jot$ Drs PeWbm Dy(t lYaa yffiel.M1Manufacturer contact Oldness lkns YrnaM dal ymidatod aLtAwdod ►aC Approve mprowed . Remalm 2020 Wayne -Dena. a teAsa of Overhead Dar Dwayne, Kadsh John E. Swtm J.Srey P. Arneson, P.E. 10/12/2020 09292020 102YNX 12MWZ20 Apprweo Corporation (330) 783-8121 PE-51737 (904) 821-52DO Car"": Exwiw Doors rkomieln�waywe•daita.e subcaeaar. Sectional Extra (lea Assembe Cempeanc. Mrrlgat Evaluation Report from a Flade Registered Ar h#ed a a Licensed Florida Prdesslanal Engnew aw $ Quality Ashurshics, Approved for Use Appners for Use Ill HVW B Imaerd �ilif� Do" P-,3 BOOOI810Wa200 silos Rita%; Max wfah. 14aa39; Max might Grazing 1261202-J No Yes Yes •31.00F75.00 awitable in top athnrmwire section. 10 800W8100B200 ri 123 18&N39; Maw lcth. 14&#39; Max height. Gnan9 12r312023 No Yes Yes +30,OOF33.3D Instable In top or aMmedlate section. Q) Cn � -Cu O� U L N Q 0 O .� CU 0 1. _ N = 0 CQ 0 tU - In 00-0 0 3 CC -0 0 C° U_CU .w o Q Z Z W J Cn E W Z W CU CIO O L r.L 0 lL Q L U O L CL C0 W -0 0 LCO W a CD Z J Z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pees I rt Building Codes and Standards IMMI Product Approval Application Detail rgdk a*". 1Sm! Wiesen V-.f d1YM contact Enatnaar a Lfarra Revision 2020 Cume; Onhi-ofAADG, Inc. Tan Ratley UL LLC Centel E.1mor D- (641) 494-2813 subcategory; Extan« Door Curnpaients tan.r*aay�QasNtiby.co Conrplafce escheat Cru8ca0on Mad or LisbnO m FLatia3Y4kl aINaM jag B96ALOlisdRom 1 607, 707, 727, 747, 757. 777, end 847 aingte and Pees of Flush: Qaaed. and Louvred single and pens a Doors lick. meal loon, am no era eal>am Will vaedted By VaOMd Leaped LIB NYoved V . Troy Bislwp, P.E. 12/10/2020 1200i12020 12212020 Approved (954) 947-0880 QuaW Af om Alas in dfor Dora Approved for Use Im■g Dom SpmtBtE Q1t in HVHZ Old" HVHZ BWaem PJmmn 12/312025 Yes YN Yes N/A Florida Department of Business & Professional Regulation Pao. 1012 Building Codes and Standards UII Product Approval Application Detail 29A ItDCts Ilia Ia■ Data 8■mm 20 Dias Ysolap momdalt= L90M amiaoLLU■yawaktav YAwilm DAI&d FRC A-1Ml Aaama9 Attic Revision 2020 MI V*dora end Doors Rant ■Ilrg> An ericen Artltltedunt Steven M. Urkh, PE 11/172020 11/1712M 11m1211120 Approved Category; Windows (717) 305-3300 MeafaearereA*wdaeon (717) 317-8454 ahbCats ry: Single Hung balllnper�miwl.cem Compgana Method Cwffmd)on M1Ya or Listing R RoArtl aronaL Murtrr a Netce QUNBV AsYsaB■ Arrpvad fa U- Approved for UN Im91a glum aJ.KM O EWNYt Cncaaa 2 1859H 52,72 Fin*Ieng. Frame lG/SG &Win Hung 10106im No Yes No •601-80 Lanineted Gl.a. Florida Department of Business & Professional Regulation P.ge 1 e1 Building Codes and Standards +Arm2f Product Approval Application Debit Gaft EmLa lath no no Tip! Yuen M-uf Ww gala e.dn.raucarg. "Odom. Y911md &Auditd EBCA-roved Appealed slum AAnnatkn 2020 PDT In*irks Jan. Roweski Mlanti-N&BCCO-CER Miand-Dede8CCO-VAL 1IIVSM20 11AM020 11110420 Approved Cemetery: %M.d- (041) 4W 4100 (785) 315-MM albCWgorr- Single Hung Fa*av*kl@p9thduaeieac Cony - M.N .& CwW.D. Mad or Users an Pam' gela�Leaaa�ow ellptar>aacuu Approved for .this IM20 glum dad6 Product YodeL bunbr« M.nr Hit lcontractaximallonoals In.WAU outside HIM ){■tYt Pies., 2 SM500(Large Wastes lnpad) 1nine Single Hung W ndow D7g02025 Yes Yes Yes N/A Florida Department of Business & Professional Regulation rage I are Florida Department of Business & Professional Regulation Page I et Florida Depertniont of Business & Professional Regulation page l al Building Coles and Standards +area+ Building Codes and Standards +A/m21 Building Codes and Standards IAMI Product Approval Application Detail Product Approve! Application Detail Product Approval Application Detail red! EIaA7L pL go 20 DataPmma am Sat a bay or 20 no I)A. Panama, Eft rod! EmYl or ➢itt 29a Date Pw s- no 1312 Yawn Ymuractho[ S V NM d Me YaA PSC Approve atstus MINE Yafalm aingfldpi}L C9mast applrbetalJeeraN Widatedav YWldd#d Add FBCAoorow Ae>rmnd Ai1tva MINE y>lugg Iamnt,n0uts Contact anermetauixAa. valatedair Ysykhtog Oubrolthall FBCAppr.w Approved slim Revision 2020 MI Whdows and loos area S■ng. Arnedcan Architectural Sloven M. Usieh, PE 112202020 1122r1U20 11282020 Approved Agymation 2= POT Industries Jen.limi-M Mic.1-Dade BWO - CER MIamI-DadeBCCO- VAL 11N5,2020 11N52020 1171112020 Approved Revision 2020 MI NMd-end D- ari nt Surger We R (.ones, PE Steven M. Unch, PE 10 &M20 101)(IM20 10ttOM20 12M&M20 Approved Ctagairy: Windows (717) 3�33M Manufacture. Aseoclalon (717) 317-8454 Debts": (941) 486-010D (788) 7152590 Windows (717) 7/5.3300 PE-62514 (717) 317-0454 subta sapry; Fixed bsiangertgmFwd.can Subcategory: Rx gory: Fixed ycean10Qp9tiedustrNke subcategory: bslMrlper@mhad.eom Cwparloa Method: Corbiafi- Mark a Uting CanpMarga Method: cwbecagpn reed or using C"10 am Coagaaua M*ahak EveMation R sport from a Florida RegM*md Architect or a Limited Florida Professional Engineer =6 AoYa1�Use Arwana gLu 2kd&! 299&Alalmrd Animated fair us, ApprlvadfrUse Impact g■lan Lad iYQu,&,A E 1611� g1Af dYea 1 185PW 73.721nsuliddGM. 04/072028 No Yes No .8M80 $mod PW5552DlLargeMissilelmpact) N"FIxB WA Anawedtatgw ApprovedfaUu Implu gWm 12Ld saror a- BIgOW-gnidom 220ko.EmlotnsAk 1, HVHZ gAddLk= BWtlam PDYYIu 2 5791 Ve6al Aummum Mullon 12rWA24 No Yes Yes WA Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Data It Pees t off I f sm2+ gust EWator ®der ➢Ma DAD pk ■¢ nia race MINE vilmlon mmt,d- Cold Engineer &Licaraeyeldtad err vakmd Sulornitiod FISCAnnroval Aniciangd Amer MINE xander, ggp(fjgum R"96W 2020 James Hinge &refine Products; Inc. Chad Dieeks V. Andrew Tan John S.4herd. P.E D1A52021 12/14W20 0lmw"21 ding FBC Appn RMew 2020 Aside category: pan.) Wells (909) 545-SM PE-61052 (352) 337-2526 Duane": Panel Wells LbGtegory: String chadAlerokitownlbard auOCstpory: S-ks Compliance, Method: Evaluation Report from a • c.n Contra- Mdh.& Evaluation Repot from a Florida Registered Architect or a Limited Florida Florida RepMaed Architect or a. Limited FWWa Professional Engineer Priest-e Eneinear 9111WCEWar■aAsiorginadfas Mae Approved for Wa MOA Dal■ Egad $alA61 ggoknLMMIMURM21k 1, HVKZ Quitelds NVHZ ARNIM EI■Yltt Eon! 1 Cemplank Lisp Siding Ober -caret Ice eidng 1 WIM23 Yes Yes N/A NIA 1 e. &q d;2T&OuoC Son■ ard 2 NePlank lap &drag flow,c mere lace eking 121312023 Yes Yea NIA N/A 2 b. &wd)Yk-- T4&pud; Son■ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EWEy:or canted EmilralwALIoarase Valuated w Nick Th.npsori Lyndon F Sdintka, P E. Ryan J. IOag, P-E. (330) 922-238/ PE-43409 (8131787-0565 ndranpsane3xltlde.00m Page I e t V=I as rake DA,Isa■eg gate Validated Ammmffi J Arfipmeted arms 100602020 1012&/2020 1IM2=0 12MWM20 Approved Approvadt9tYu 629mnagnLvu Impact gulm Product chiscarbillistSit Iab1Eg: 2mdgttlmi 1 ub= BMEM Vi d or Solid vinyl S.1M 12ni/mIl No Yes No WA Vet.Sdid Vinyl Soli U131/mi No Yes No NIA Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business & Professional Regulation No. toll Bulking Codes and Standards +APm21 Building Codes and Standards + peat Product Approval Application Dateil Product Approval Application Detail Soda a ds, or gala Ilia Data P Ioop as Cut Brew or mks Pali g31e.Pleasantgels Some vwd- avnmW1m Contact EridnauwraU- VeaatedBy Vaak■d molded FRO Approval Aggeyted Jim MW YYaIffi sonLftotum Contest Cituwrauom VeidabdIN Walked atO"L�Od FBCApprow Approved Amer Revision, 2020 L V 7lhanpson, Inc be Thompson Arctnbclart Tony Chrisgnan Zachary R. Prbt Si- M. Urick PE OWI7rm20 09n W= 082W020 12M6R020 Approved R.MdW 2D20 Hood. Mahal Products etc. Clark Jones Jame: L Bucket. P.E la Steven lit Urk h, PE 0927=0 0=5020 10104I2020 12/162020 Approved Mateds Company (TAMCO) (813) 2463156 PE•74021 (717) 317.8454 Category: Roofing t904) 783-8400 CHUCK [ ynrring (717) 317-8454 Category: Roofing aibCibpory: Roping Accessories that we an clarkQtiamco.wm P631242 9uliCatagory: RWRA9 Accessories, that arc m Integral Part of the Rooting syd- Integral Pod toe ROOM system CodpBatca Mthed Evaluation Report from a Competence Method: Evaluation Report Ban a Flood. Registered Amhked a a Licensed Forkle Flonde Registered Arxheact or a Limited Florida Prplesatnnal Engines Professional Enghar lid hedav Asnaappa Approved for ll*1 Approved for Use Im■ti glum giYWLAWaa� ADUFOMd fair Uste A IMIM LYm AMA Product O rhMm QgmmdAm*migngala talrilali glWdLd= A29" amYln Lad 1 TAMCO Flat Top GIFRloge Vant with Bala M Tie Uttered Etudissficari Did, 269. shtleroolvmLlea wNh bale 09000/2026 In HVHZ outside Yes HVHZ Yes BMW" NA frassure WA 3 3 • FLM1C0 Bqud;RV 10 Ridge WtBquol; AneNvm Ridge Vents for pitched roofs fabnated 12/31/2024 fault 0.025 Aluminum No Yes No WA 2 TAMCO Goosemost Vent 299. 0910grAm No Yes NA .O L52.5 3 TAMCO Og-Rkpe Roe Vent wtlh Bale 28 ga. tagp redvmlra with Nbgrated bale OWORM26 Yes Yes N/A WA 4 TAMCO Rmnd Tap 011idge Vent with Ri+ae for Tile 28 ga. daik ro.lvwitW. uvtt Dd% 0woe2m Yes Yes WA NIA Florida Department of Business & Professional Regulation vase I art Building Codes and Standards +n 2oz1 Product Approval Application Odell laid! kiks era 2" 29LE 109 nor! zu VaW9u Ymmaim 200M nowuLLUMM YYlditimh Yid Alkal" f Y A--d Amer Rawsno. 2020 Global Protection PM* t$, I.I.C. Tim Robinson Welter A TOM Jr., P.E. John W. KnexaMeh. PE 09MRW2M O6082020 10012020 12115rm20 Approved Claim: ahutten (954) 689.7545 PE-44167 1954) 772.6224 &OCabporyr, Stem Pmaa Iim bli n-®Wpem.can Conceder"MMhoa: EvW tion Report Dam a Flunds Registered A7nked a a Licensed Fkdde Professional Engineer _., aamnalamdm 91WIlft.NKIM A■mmdlQSAt Appr.esde«uN laved glum Lad $201sL■■dRum gmtr■tEmbumgat< 1111 911111111.11111111111 Atli" P-, 1 20 Gage GaNailkId fie.] all P*ndaBPAC Cargabd GaNanlzed Stet Starr Pmela regkied 12MUM21 Yes Yea Yes WA W not by hada to Provide hurricane PrMCUon. 2 24 Gage Galva teed gas ift- PnabaaM(Z Crnigated GeMnll ed SUN Stain Panes r fined 12I312021 No Yes Yes WA or not by tracks to Provide hurricane protetion. Florida Department of Business & Professional Regulation page t el Building Codes and Standards 1n2a21 Product Approval Application Detail GONE Enityor 20 no poh PMCHM gait Iim! Ynua MMWMlfal Sllmila AmmuLtmum WIAIM ev xmluW ARRIM EECA-ro W ut mmng Amu Revision 202D MIT&K Inc. Eon wwdw ICC Evaluation Santa, LLC ICC Evaluation service. 10IM M20 OW302020 1110111=20 Approved Category: Structural Canponata (952) 896d835 I.I.C. SubCabaoM Truss Plies invi de atift.cam (205) 599,90W CenlPaaries Maenad: E.Miunon Repo {Pert a Product Evala lon Entity sawmhoo ,..amWbAummu AlauggaitIlLUK Aaanved for Ur Imam 21dm am.d Product Doserb mp GRUML sm dma2a0t IMAM Outside WVHZ sidam P3■m. 1 MUMS 18 Q. hips high str-gth trues conned. Plate O6MOOM21 Yes Yes NA WA 2 Mt 16 18 ga. trust ctenedr plate O61302021 Yes Yes NA WA 3 MT18HS 18 get high strengq truea cned. tote Obsom1 Yes Yes NA WA 4 MT20 20 get hiss owned. pate 08902021 Yes Yes N/A WA 5 MT20HS 20 ga. high ehengln truss -red. chat. OBf302021 Yes Yes NA NfA Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 11?2021 Product Approval Application Detail gape l i7Arat gee lam 29LBIMO gall lYaa VKWM Ilmlda = 298M v,ndated ev V Ire I d ARuW E9C62m■l, Anon ml Amer Revision 2XV Conan erolal Canute Produds,hc. Rcbart Gillis 3wmuel A Greenberg Jahn Hoy 12M 82020 12/1VA20 IW812020 ding FBC AW Category: 6truchirw Carp -ants (813) 659.3707 PE-34245 (382) 5W5311 $LbCatWrjr. Products Introduced to a Rate of P •t9ta�yath-.cam Nina Technology C-iggrice NO.& Ewuti- Repo from a Funds Registered MMlent or a Licensed Florida Professional Enter Quality Axruappe Approved for Use Approved for Use 11102111 glum rlgd Producal ModeL Number or Manse $4dug.Jbtiarkillon C.lrad Expiration Bob In f11vHZ Out" HUM N*slgam lenessiture 1 Quality Priced a Carvnerowl Concrete Prodlds Precest and Pre tressed Concrete lichee 05252024 No Yes NA WA Florida Department of Business & Professional Regulation ease I of f Budding Codes and Standards 1 MMI Product Approval Application Detail rutdt lunar 9l glut gas Ott Bad■ gait MINE YWW- Hialvilaim ra" NOWUSKA6WW a yeldtad 91 Xdh&W AMDOINg EBCA-r-Y Apt A Revision 2020 010M Prd*WM Products, LLC. Ton R.W- Walter A. TIM Jr., RE John W. KAes synch, PE 09032020 800080020 100012020 12415M20 Approved Category: ahultes (954) 669-7545 PE44167 1964) 772.6224 SubCtagom Storm Pmets Iim roans-eampent.can CarOg o M*Mod Evaluation Repo from a Flor[* Registered Architect a a Licensed FlortM Prcfestonel Engines mad Pioductg9■dglim jy (,yYggpga AaaravedlaUse A-raeedfLM Qaotm Lmkd asw In. HWU Imma 229M gIYwLtm Alga= ISrmra 1 20 Gage GW--d Steel St-n PnclsMVHZ Connoted G.Naniaed Ste.] Stem Panels retained 1221rml Yes Yes Yes WA a not by tads to pr"ft Iamkrle "SCUM. 2 24 Gaga Galvanized Steel Storm Pans1wNWHZ Carugaled GaMnind Stet Scam Panels retained 12131/2021 No Yes Yes N/A or not by tmdm to prwide hurricane protection. Florida Department of Business & Professional Repletion Building Codes and Standards Product Approval Application DWII passel 1XMI r99! buy or gIk! glut DWO PWMm1>JI! Iila Y>■9p Yaol■cmtet Cgmard Eni-.&Lk- Widtedit F13CAppnded Approved Amer Revision 2020 Weyemaeeser Rob Badwkl ICC Evaluation S.M., LLC Ion Lehres, P.E. 1011312020 Applied For C*t*gary: W durm Carponwee (263) 924-6476 (808) 839.3288 BIbCMagory: Engnatered Lumber Robrt-B.dwegilweyrha Cen0a s Meths Evauuation Repo fran a ransom Product Evaaa0on Ecery LUNZM f a AmrsvW for Use A-,vdfor UN li ad 2k= Lad Product DasturkiffionrsmnrlEmlugmNle IDlgmZ chillbilift HWHZ aWYem le■IYm I afimdlenn LVL Urinate! ad Veneer Lumber 03/9i2021 No Yee NA WA 2 Parellam PBL Pkrtel Strand Lumbar 03/31=1 NO Yes NA WA 3 71mberS6and LSL Lamh died Strnd Lumber 03r i=i No Yes NA WA 4 TJ Rim Scent Shudured Composite Lumber or oriented Shand 03/31=1 No Yes NA WA board Rlm 8ced 5 Weyerhaeuser Ran Sant Oriented Streed Bat Rim Beard 03212021 No Yes NA WA Florida Department of Business & Professional Regulation page 1 d2 Building Codes and Standards +A/202I Product Approval Application Detail Gall II t1h, a 292 gage DJA• Itiandinggets MINE yanillin fAmufamm Canted PJI nw&Lknaa Vtidabd By yylpmq Submlftd FBCAunrow Approved Amer Revision 20M GAF Mkbael Sllah Robert Meminen John W. Knezevich. PE 9g2arim 09121/m20 iOA212020 12115rm20 Approved Category: Roofing (80(1) 76"411 PE-59168 (254) 772-8224 aubC*.wrlr Asphalt Shingles mtlehea9at.axn Compliance; Melhad Ewutim Report from a Flonds Ragagred AIONM or a Licensed Florida Professional Engineer oved 1, pproved to, Use W121A gkdM MILL 6amst8�B r�fl4E �InIjVdZ Use gWic, HYRJZ Sulam 1'.L■Yln I GAF Asphalt Root Shingles FbwgM" reldort ad 3,406, 1WIh led, Stab and 12MWO22 No Yes N/A WA hlpeldge saphal shiglea Florida Department of Business & Professional Regulation Paget f t Building Codes and Standards 1m2021 Product Approval Application Detail 2m Cray L 2111 gale Date Pyaw gas La mm*L mO mom 22mm gmwKAlium mdwgmm XWdllai fiamull EBCAWffi AQMoved Amer Revision 20M Lanento KaUMIe JaMy Janes L. BrrGutr. P.E. Steven M. Urlrb. PE 1123r21)20 1123rm20 11/2wo2o ding FBC /pW C*Mgory: Racing (501)111183.6163 PE31242 (717)317-0454 SubCaftowr Raonng Accessories that are an k)e"lacenco.cam Integral Put ofde Roofing System CO-PU hca Maaaod: Evaluation Repot Man a Florio s ReaggredArchitect or a Licensed Floods pip( atant Engines ELILZO&BLMNIM ivality.aaYaaOfa Actortivedbarthe Approved la uea knowas ow- AML#1 R.dd Model. Nurnbr or Nora. $ggyct D..gWpg Cnrbadt Expired- Dale 1, My B Out" fKVKZ awdat P- 1 Dee-Airw 0A-4 or TRIAWII Dock -Air DA-4 Low Profile, Polypropylene Beak. Roof Wet 121102025 No Yee No +9TW7.5 Medheekaky, Adeolhed to Plyv000 Dock. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dail Peq 1 a 1 I1512021 Qzk Elam or Bra era Data ftandli 9 era MW V d- am snorts a Uerae Vmdted be V AbriIYm roe Approve Approver tiYYa Revision 2020 MI1Mndovserd Doors &ant Skiing. Amoncan Architectural 81-M. Urich, PE 1M2020 101DW020 10/192020 Approved Category: Windows (717)365-33DO Manugceren Assacg8on (717)317.8454 subcategory: Horizontal 9uMr b*WgerQmlwdtw Coa pill-Mathait Certification Mark or LMing PiA4M4tt Illnesses Am d BaAgl fiba.L N anbet« Non fifer Ua. outside, HVNZ An" 1 HS iB8 Fin rid Flen0e Frame 73.02 Insulated (31- 02/1SKM24 No Yes No +55/-55 Florida Department of Business & Professional Regulation Pegs I of f Building Codes and Standards I51=1 Product Approval Application Detail Glue Day a lieu! no DAS PWXNM no MINE Vandon Nabdo= imm ZDW02ffAIUM validated al, AYmW FBC Approve A■m7ad Amer Alafnticn 202D POT lncluaMes Jane Rosaimd MlamFDxde BCCO-CER Mikmi-Okee SCCO-VAL I110SM20 11)U5W20 11/1172020 Approved Category: Windows (941) 486.0100 478E 3152590 OlbCtpone Mulll-s jimmsla®pgtindaddesc Co nsistece Method CerlikO n Mad or Usling an Eng Pro" MoaL Nslbea Nrce delve A.atranca $alWst 14IIcontrols Exislinallon Ode Approved fa UN Approved ID HVHZ gl fr UN llside M !lase RWllem g� CMR" 1 Mulbn. tar All Doors and Windows Alankium Muaons WOM26 Yes Yes Yes WA Florida Department of Business 8n Professional Regulation Page I ei Building Codes and Standards 1Arm2I Product Approval Application Detail Ok &M or 20 20 DOD FeandinggeLe MW Yantloin mmufackw Conrad 2"MMAllmFa VeddM*dOf yydded lawllPffi FWAWMVW Approved Atom Revision 21120 TAMKO BWdkhg Products LLC Kam Edon Robed Nlerdin John W. Oweav1M, PE i0004/202c) 092G2020 10M22020 12MWZZO Approved Ctapay: Rasing (417) 8248844 PE-59t88 (954)?728224 subcategory: Undensynients Ken_adeneahmko aom Consistence Method: Evaluation Repo from ■ Florida Rpliderad Archrtact or a Licensed Fkdda Prdestmt Engineer - - - Qmft A- A,n...v dtr U- Aliuoved for Use issed Design LEA Pradxx Model Number, Nana it, NVHZ out"Mm E.wdam P- I TAMKO Roof undeMymnts(F(VF¢) RodundedayntentsforuNin FBC HVHZ 10/182021 Yes No hA WA iurkdalons. 2 TAMKO Roof Undedaymenq(NON-HVHZ) RootundenaymMts tauter in FBC non-HVHZ 10/1=021 No Yes N/A N/A Purlock1-s. Florida Department of Business & Professional Regulation page 1 e3 Building Codes and Standards 1n12101 Product Approval Application Debt[ C99a Er&va gas an or" Patterns giro mm! YSy-9n Mmurmurr Canted Brltlnarallesrsa Ywadd"& VdMK*d sustained FBCAMrA" A■m1a4 AMg! Review 2020 Bat Rooting Anderson Rogt IAPN10 Lin f.m Evaluation Gry W. WWlkr 11/DW020 IVD22020 11g5M20 Approved Ctagory: Roofing (801) 380-0081 Services LLC- (205) 854-0180 6glCt.gorr- Roping TO. RoblMnden.onQbCral.a Cangllanes Mtho@ Evaluation Repo Dan a m Product Evaluation Entity QuellrAmirs" Approved for Usis Approved for Use Ip)gty, gym 166 d product Model. Numb, , N- tel■l: EW 1 Saxony- Shake, Slabs. CeeMY Side, SM OM Erpleh Fiat Prone CO 12/3ig0iriiE NO A WWAA■ft Them &amp: Inged 17 Bexony NO - fiYa, Shake crap; SpM SNke Fat Proflla-&odden. CA 12A12020 No YN WA N/A 18 Saxony WO • Ste, Shake Soap; SOM Shake Flat Profile- Bolo. CA I mi2020 No Yes N/A WA 1199 700- Make, Slat* Aafnp; SON Shake Flat Profile - Stoelit-.CA 122//3311200Z2p0 Yes N/A N/A 27 8a8araxxfonyy Taps Espana / peas oni �mP. 9ql anlM PMiul TX 12/317tO20 µNoo No Ves WA N/A 28 Vide Low Prose- Katy, TX 12/31r,= No Yes WA WA Florida Department of Business & Professional Regulation P.O.1 .11 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 117=1 Building g Codes and Standards Wrm21 Product Approval Application Detail Product Approval Application Detail Out army gout gate fir Pa dlpp �! rake 1 gilt ram V d- ■ alaum !aloud smmeraeerr. uY IAM d err MOM Mika" FBC App®W A■mag a" Y TO 4trsn t W Canted a tJaeiN ldtad By yipgag aubmkbbd rsC Approve Approved Amlt R.vaton 2020 AN Madan SMrOrs and Qua Mae BarMed Frank L. Senrdo. RE Troy Bishp, P.E. 10n&W20 1(n5r2020 111052020 12M52020 Approved ReWieo 2020 Apks and Leeks ICC Evaluation $*Mce. LLC WYam M. Rental. PE 1013120M tM2/2020 1110M020 11A5r1020 Approved Category: shi ees (561) 712-M$2 PE-00400 (954) 90-0080 Category: Structural ens Cancan (321) 710-3377 (inn �1-1917 aubCtepry: St-n Panes rlNkebtllellanrdeanehuM ahubCabgory: Truss Plates ataxiaQalgnesw.00m Co npila es Ythod: Evaluti-rep- tame re- Can*Meted: Ewualon Repot from ■ Florida Registered AMhfttt r a Licensed FI-N Product Evaluation Entity Professional engineer Eta Gusty A.rrain Approved Uaa Amrowd Duetb AssrNaru Apaond for Ur AmrorW for Il» � a+ad Bg0eW.0■dWim saor�timnfa HVHZ InY. HWfor Z E l >Itg-t PyoMal Model. Mnlnr r Nrrr Product Dolma Co�LDtWntl■.La In HVHZ o llw8m &saYle ITW BCQEAI*oMAIPMO Hinge Sbeglh (H anp;10 Metal Connector Plea 1203 2024 Yes Yes NA NA WA A 1 24ea Gahrriz.d Sad Storm Panels 24pa Gtvanlzad Ste.] Storm Panes 12/312021 Yes Yes Yes WA Y C:G/Alpine Hinge Wta MatalCanada Plats 12g12024 Yes Yes NA WA 3 ♦ (fW BCQWpine T.i. ITWBCGIAphs Wave Meti Cagectr Plsta 120312024 Metal Corawtor Plate 120312024 Yes Yes Yes Yes N/A NA WA N/A Florida Department of Business & Professional Regulation pout at Building Codes and Standards 1m21)21 Product Approval Application Detail rc29! &ft no gilt Dta Pndw grit Iim Verde, lim■d" ge= lwiagff I:uum mwdm r Yldd" aftmWad FW AmmfW N9mnmd sea Revision 2020 CAST-CII USA LLC Craig Ferraro Mlerd-Dek 8CC0-CER MiariwDede BCCO-VAL 11202020 1(1m20 1127r20M Approved Csb.ow. Structures Canponera (813) 821-4641 (786) 315-2590 S bCiapa rim Products atrud cal d ee a Result of cLafntio®cestoete.corn Ner Technolcpy C Yedletl: Careration Malt a LIMN alhptlac* p Aesrevwl«use Approved for U.a IMM 20M Aml! PProduct -D rWOUNdIACA92LRO In= gwddt1921i ANUM P.- 1 HIM NEengah Concrete Unless 4. S. S. and 12 inch wide Ilnbls 05212022 Yee Yes NA WA Florida Department of Business & Professional Regulation Pass I eI Building Codes and Standards +mm21 Product Approval Application Detail gift EWk= 20 item 28LBMO■ glue nma Ymma ENNM mlta Camera Im wgKA ta■aa Widened 9. Yfibma Elalmall EEC Approval Awrowd Amer ReMaion 2020 CAST-CRETE USA, LLC Cnip Pamno ManFDade a=-CER MgmFDwi aCCO-VAL Iirwrm20 10272020 1127=20 Approved Cue": structural Components (813) 621-4641 (yes) 315.2590 SubCt*gofy: Products Iticduced as a Reuss or cp.."oecNtcr Wount Nave Technology C.nrPtthip. MWhv& Confis cation kid or Listin g Aead a.dgtr.ee.xaib.r«xrN Wails, A,-- A Arnrovedl«UN I� I� gqq�„ no -eat etmkatl-late mmm outside tiwYYd Pl■iUa 1 High Strength Concede Little% 4, 5, 8. and 12 inch wade lintels mini 22 Yes Y. WA WA -ems CD W iCn _ CU N Ca. 0 .� U ^� I..L � O L ^^ C c O 0 W 3 o LL o a� /V�! -0 E O W 4�.y� 0 CDL /rL Ly 1� � .= �C/'fir� V) fi Q Cn ICU ■ O O L- Q CU CL ♦J O L VCL C0 VCO W a Z Z Q J a SHEET NO. PA 1,1 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals fisted below, CLICK HERE. Updated IV30/2020 FL#235S-RT Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTNSS) 1/4" diameter Titan stainless steel masonry screw FL#6889-R6 ,Sad # Product Model. Number or Name Product Description 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD10112, SDIO212 Strong -Drive SD Connector Screw 3 SD91I2SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SOS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25600, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2710, SDWF2720, SDWF2724, SOWF2726, SOWF2730 Strong -Drive SDWF Fluor -to -Floor Screw FL#10007-RS J&Mfi Product Model. Number or Name Product Dasctiction 1 ATR3/8, ATRt/2, ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUD&2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3r8.2, BP112, BP1/2-3, BPS/8-2, BP518-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88 CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDS, RTUD7, RTUD8 Ratche[Ing Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 UR54 1/2" Uplift Rod Run Tiedown System 12 URS5 518" Uplift Rod Run Tiedown System 13 URS6 3/4" Uplift Rod Run Tiedown System FL#10441-116 A2g.f Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10122 Holt -down 3 HDOS, HHDQ11, HHDQ14 Hob -down 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hall -down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Snap -style purlin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 11 STHD10, STHDI ORJ Snap -style hold-down 12 STH014, STHDI4RJ Snap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12MM20 For cited 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), CDCK HERE. 21 LB series hangers Tap flange hangersavailable 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 1-9/1Wand heights ranging from 9-3118" to 13.1/8", 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-1/7' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/2". 25 MIT series hangers Top flange hangers available In widths ranging from 1-9/16'to 5- 1/8" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9f16" and heights ranging from 3-3/8" to 7-18". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/8" and heights ranging 9.1/4" to 32". 910W0.R3 IVIA Product Model. Number or Name 1 ABA44,ASA44R,ABA48,ABA48R,ABA66,ABAe8R 2 ABU44, ABU44R, ABU46, ABU48R, ABUS-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, ABU88R,ABU1010,ABU1D10R,ABU1212,ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, A13W46RZ, ABW88Z, ABW66RZ, ABW7-7 4 AC4, AC4R, ACE4, ACB, ACBR, ACES 5 BC4, BC46. BC4R. BC8. BCBR. BC8. BCS2-2/4, BCS2-3/6 6 C844, CB48, C848, CB66, C868 7 CBSQ44-SDS2, CBSQ46-SDSZ CBSQ88-SDS2, CB9086-SDSZ CBSQ88SDS2 8 CC, ECC: ECCU Series 9 CCQSDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB48, EPB66 12 EPS4Z 13 LCB44, LCB60 14 LPC4Z,LPC6Z 15 MPB44Z, MPB66Z, MPB88Z 16 PB44, PB44R, PB46, PB86, PB88R 17 PBS44A, PBS48, PBS66 18 PBV6, PBV10 19 PC44-16, PC46-18, PC48.16, PC64.18, PC66-16, EPC44-16, EPC46.16, EPC48-16, EPC64-16, EPCS&16 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPC6RZ, EPC8Z EPC8RZ 21 PPB444Z,PPB44-SZ 22 RPBZ FL#10886-R5 Sea # Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-8, GH46-8, GH4&6, GH48-8. GH410-e, GH410.8, GH68-8, GH6&8, GH68.6, GHe& 8, GHeIO-e, GH610-8 4 GLB5A, GLBSB, GL85C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D 5 GLBT512, GBLT612, GLBT516, GBLT61e, GLBT520, GBLT620 8 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT.2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Pod Base Adjustable Pod Base Adjustable Post Base Pod Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9.1/7' and W2 ranging from 3-5/8'to 7-1/2' Screwed column caps with W1 ranging from 3-114" to 9-1/7 and W2 ranging from 3-5/8" to 7.1/T' Concealed Pod Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Pod Cap Moment Post Base Embedded Post Base Embedded Pod Base Round Post Base Pod Cap Pod Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTdedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products updated 12I30/2020 MMFor direct Inks to W BST approvals Riled below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Met -Dade County Notice of Acceptance (NOA), CLICK HERE. F010446-116 Sect 0 Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APVB86, APBSSR, APB88, APBWR, AP61010, AP8101 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB68, APVSB6R, APVB88, APVBBBR, APVB1010, APVB101 OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH28, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CST4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Just Ties 11 DJT14 Deck Joist Tie 12 IDS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation We# Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H8, H1OA-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KSSIZ Knee -Brace Stabilizer 20 L30, L50, L70, L.90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21 OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSRZ56, LSSR210-2, LSSR410 Field Adjustable Sbpeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU28, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-RS Seg # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25G.25, HHRC5.37/3.12, HHRC66 6 HRC1.81. HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4,TBEe 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422.2, THA426.2 12 THAI1.81/22, THAl2.06/22, THAI2.1l22, THAI222, THAI322, THAI3522, THAI422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJMZ-5SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products r FMWa direct inks to all SOT approvals fisted below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approve] System and Miami -Dada County Updated 12/30/2020 Notice of Arc eptance (NOA), CLICK HERE, FL#10456-R5 Product Model, Number grName Product Description 1 BT, BTB, BTH BrickTies 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS18, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressbNfension Strap 6 DSP, SSP, TSP Spud to Plate tie 7 H1, H1OA, H25A, H3, H8, H7Z, H18, H1SS, HIS-2, H18-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Todown 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HSTS, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI BKTZ, HTSQ2OKTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Snaps 16 LSTI49, LSTI73 Straight Straps 17 LT820, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC68, MSTC78 Straight Straps 23 MSTC48B3, MSTC68B3 Pre -Bent Straps 24 MSTI26, MST138, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10.12, NCA2x12-1Z NCA2x8.16, NCA200-15, NCA202.18 Bridging 27 RCWB12 RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plata Connector 30 SP1, SP2, SP4, SPB, SP8 Stud Plate Tie 31 SPH4, SPH6, SPH8 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, ST8236 Straight Straps 34 T620, T827, T830, TB36, TB42, TB48, T864, TB66, TBOO Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WB105C, W8126, W13126C, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.83SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50SDS, HHGU5.62SDS, HHGU7.D0SDS, HHGU7.25SDS, Light Sbpeable/Skerwable U Hanger HHGU9.00-SDS Truss Beading Enhancer 6 HHUS28-2, HHUS28-2, HHUS210-2, HHUS40, HHUS48, HHUS410, HHU85.50/10, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Muftiple Truss Hangers 9 HU, HUC series hangers Truss Spooer-Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUCQ1.81/11SDS, HU00210-2-SDS, HUCQ210.3-SDS, HUCQ310- SDS, HUC0410-SDS, HUC0412SOS, HUCQ5.25"DS, HUCO5.25/1ISDS, HUC0610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 For direct Inks to all SST approvals listed below, CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Manl-Dade County Nike ofAcceptence (NOA), CLICK HERE. FL#11468-R5 A2" Product Nodal. Number or Name Product Description 1 HHUS210-3, HHUS2104 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210-2SOS, HUCO210-3SDS, HUC0310-SDS .bid Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS8 .bid Hanger 6 THGW3-3,THGW3.4,THGW4.3,THGW44 Joist Hanger FL#11473-R5 229.1 Product Model. Number or Name Product Descdotlon 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H16S, H18-2, H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAMI0,HM9 Masonry retrofit connectors 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, METAL e, META18, META20, MSTA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#1141WR5 JW Product Model. Number or Name Product Description 1 DTT11Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, HD59, HD7B, HD9B Bolted Holdovers 4 HTT4, HTT5, HTT5-3/4 Tension Ties 5 LTT19, LTT2OB, LTTI31 Light Tension Ties FL#1389-R5 Saa # Product Modal. Number or Name Product Description 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Bolts 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB2OL, SSTB24L, SSTB Anchor Bois SSTB28L FL111:113872-R4 12" Product Model. Number or Name I CMST12, CMST14, CMSTC1e, CS14, CS16, CS18, CS20, CM 2 HRS8, HRS8, HRS12, FHAe. FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MST148, MSTIeO, MSTI72, SIMST27, SMS737, S/MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC66, MSTC78, ST8238 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 SB1.56, S/81.81, S/B2.06, SB2.37, S/B2.56, S/82.68, S/83.12, S/B3.56, S(B3.62, S/B4.08, SB4.12, S/B4.28, S/B4.75, S/B5.50 13 WBA2.12/8, SSA2.12/10, S/BA2.12/12, S/BA2.12/14, S/BA4.18/8, S/BA4.I&10, SBA4.18/12, S/BA4.18/14 14 S/H1A 15 S/HDSS, S/HD8B, SIHDIOS, S/HD1OB, S✓HD15S, S/HD15B 16 S/HDU4, S/HDUB, S1HDU9, S/HDU11 17 S/JCT. S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/18" to 3-9/16" and heights ranging from 9-1/8" to 23-15/16'. Face -mount hangers Fare -mount hangers available in widths ranging from 1-5/8" to 7- 3J8" and heights ranging from 5-5/18" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1B" to 5-1/8" and heights ranging from 4-3/4" to 15-21W'. 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- 112" and heights ranging from 2-7/8" to 19-114". Concealed flange version (HUC) available for all models having width equalto or greater than 2-9/16'. Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Upped 12MM20 For direct inks to all SST approvals Rated below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance INCA), CLICK HEREI 18 S/LBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, VLBV2.68, S/LBV3.12, seas Top Flange Joist Hangers SA-BV3.58, S/LBV3.82, S/LBV4.06, S/LBV4.12, S/LBV4.28, S/LBV4.75, S/LBV5.50 19 SILTT20, S/DTT2Z, S(HTT14, HTT4, HTT5 HokdoHris 20 SIMST80, S/MST72 Straps 118 mil (I C go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Afflof Product Modal. Number or Norma 1 CCQM3.62-SDSHDG, CCOM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTOM3.82-SDSG, CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62SDSG, CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLOM5.5OG-KT, ECCLLQM03.62G-KT, ECCLLOMD4.82G-KT, ECCLLQMD5.50G-Kr, ECCLRQMD3.82G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM28.2, LGUM26.3, LGUM28.4, LGUM28-2, LGUM283, LGUM28.4, LGUM210-2, LGUM210-3, LGUM210.4, LGUM46, LGUM48, LGUM410 5 MBHA3.12/9.25, MSHA3.12/11.25, MBHA3.56/7.25, MBHA3.56/9.25, MBHA3.56/11.25, M13HA3.56/11.88, MBHA3.5&14, MBHA3.56116, MBHA3.66/18, MBHA5.50/7.25, MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.5WI1.88, M13HA5.50/14, MBHA5.50/16, M13HA5.5O/18 8 MBHU3.56M.25, MSHU3.5&11.25, MBHU3.5&11.88, MBHU3.58/14, MBHU3.56/16, MBHU3.56/18, M13HUS.50r9.25, MBHU5.60/11.25, MBHU5.50/11.88, MBHU5.60/14, MBHU5.50/18, MBHU5.50/18 FL#13676-R6 Set Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, SDW22634 2 SDWC15460, SDWC15600 3 SDVvH19300DB, SDWH19400DB, SDWH19WODB, SDWH19800D8, SDWH191000DB 4 SDWH274000, SDWH276DOG, S0WH27B000, SDWH271000G, SDWH2712DOG 5 SDWS16212, SDWS18300, SOWS16312, SDWS16400 8 SDWS19800, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22800, SDW522800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 7 SDW5'22300DB, SDWS22400DB, SDWS2250ODB, SDW522600DB, SDWS22800DB, SDVVS221ODODB 8 SDWS22312DBB, SDWS22512DBB 9 SDWS273ODSS, SDVM740OSS, SDWS27500SS, SDWS27600SS, SDWS27800SS, SDWS27100DSS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SDWS 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 FL#15383-R3 ft"Product Modal. Number or Name Product Description I AS 18. AS 18S5, AS 1 BW 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 $4g.$ Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-W, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powderactiated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to all SST approvals listed below,. CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Warm -Dade County Nike ofAcceptance (NOA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- 9/16" and heights ranging from 4-5/16" to 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/16'. 12 [US series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 5/8" and heights ranging from 9-1/4" to 16". 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU28, LU28, LU210 Face -mount hangers 15 LUC26Z,LUC21OZ Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9/18" to 4- 5/8" and heights ranging from 3" to 10-15/16". 17 MGU3.63SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9118" to 5- 1/8" and heights ranging from 6-15116" to 19-1/7. 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mound hangers available in widths ranging from 1- 9/16" to 3-9/18" and heights ranging from 3-1/16" to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/15" to 8" and heights ranging from 2-5/8" to 11-1/4". FL#10667-R6 fidaf Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 7.1/8" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9.1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- 5Z' and heights ranging from 7.1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5Z' and heights ranging from 9-1/4" to 24". 5 EG5, 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-&S'to 7- 1/4" and heights ranging from 11-1/4" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.1 /4" to 6-7/8" and heights ranging from 8-1/2-to 2W. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32'. 9 HIS series hangers Top flange hangers available in widths ranging from 1-9116" tc 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available In widths ranging from 5-1/4" to 8-7/8" and heights ranging from 10-1/7' to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/2 to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 9/16" and heights ranging from 1 W to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-9/16" and heights ranging from 5-W'to 13-11W. 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" tc 5- 1/7' and heights ranging from 3-7/16" m 15'. Concealed flange version (HUCTF) available for all models having width equal to or greater than 24YI6'. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 5-3/8" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 5-3/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1.9/16" to 3- 6/8" and heights ranging from 9.1/8" to 18". 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5.3(8" to 7.1/4". 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3/16" to 13-1/8". ® Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 For direct inks to all SST approvals Rated below, CLICK HERE. For additional Information regarding Flonda's Statewide Product Approval System and Mani -Dade County Notice dAcceptance INOA), Ct lQS HFRF 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST82, STB2-4SS, S1`62-66S) Strong -Bole 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (rHD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrers and masonry available with hex head In carbon steel and Types 304 and 318 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH,THD1O212RH) 10 Wedge -AIR (WA) Wedge -AIR Anchor for masonry FL#16230-R8 Aga Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Tften HD (THD-H4SS, THD-H6SS, THD-CSSSS) 7 Titan Turbo (TNT) FL#16937-R3 12g.# Product Model. Number or Name 1 X34B1018-5K X151016, X1 B1o16-0K XQIS1016, XQI BI OI&4K 2 XLQ114TI224, XLQ1 14BI 224-2K 3 XMC114S1224, XMQ1I4B1224-2K 4 X011481224, XQ11481224-2.SK X114S1224, XQ1I2S1224, XQ11281224-2K 5 XU34S1016,XU3481016-51K FLM320-RO Sea # Product Model. Number Of Name 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1016,FPHSD34B1016,FPHSD34B1016.5K,FPHSD34S1214, FPHSD34B1214,FPHSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 8 SCS32-5197, SCS82-5/97, SCS62-5/118, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25. MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH78B1414 13 XQ1S1016, XQ1 B1016-4K X01 S1214, XQ1B1214-3.SK XQ78S1224, XQ78BI224-3K XQ114S1224,XQ114B1224-2.5K X01 1 2S1224, XQ1 12B1 224-2K X34131016-5K, X1 S1010: X1 B1016-4K X1 S1214, X1 B1214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10-16 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Set-Driikng, Tapping Screws with #1 Drill Poled Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector $10.16 and #12-14 Strong -Drive FPHSD Framing-to-CFS SeB- Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slkie-Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping Screws #10.16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws L C .� CU U -0 .0Z ^O CL N O C ^^11 0 Ll_ O (n 0 �a CU O Q .- V) a z Z W J 7Z U) If 4-, (3) V ICU L_ CL CL 0 V� L W Cl) V m W Z Z Z Q J a J SHEET NO. PA 1,2 s r 17A