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HomeMy WebLinkAbout39800 Harvest Creek LnLY I , 1.. .l -- -` �' i _:�-sl! ✓� - —� - ��--��.LL �._a.!�la.�.�w+� i=1.:� f1:_ .L Ld. �i 4 i.1 fl ,�e:r�: �i - - - - - r:ar:,�� - f�1 �._.�IIlJ 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 RA Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Fooll Feet REINF Reinforcing BF Bdold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss 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. Circe HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of 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 KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tie 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 Cementibous 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. Miaolam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN 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 PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or PkL 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 Ph. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht Plate Height WM or W.M. Wall Mounted (plumb ng fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. 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 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-19-20 5.0 FBC 2020 CODE UPDATE INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS ® L__ _L- F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS 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 IL ENNAR� 1941 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 0 RA- # FL o !f!!lllSll To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ell W 8 0 (� 0 N O C LL o # LL W Ndi M0� LL a sY� LL a LU 5 0oLL tg L o • N Z L Co. NMZU-1rL yO UQQaO ❑�❑ 0 z N � z z J a — N o � N LL W g O w 8 N N c y = '3 U w_ (Jp 8 8 = L U • ¢ C w C� M W � - O O ?® a t— m —Ci z fU a O� Da Z O Effi yU a Z �w C v Y 4 LL caw ZN f%i J a b ow Z �a W � d kj O WLL U a ow � oLL i-� 10 v s� zla o o 3 Lo Oa' 0 C T to Q a. o C Co U a) CAI r Z'-' � � N � T _ N T r 00 E = CN C)Z y E m a. 0 a o 1 3 JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. C S ZZ I W L I: i. a. I-Weli TH.B.+ �IIC]IIIIIIIIIIIIIIIC���IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]II�IIIIIIIIIIIIIC]111111��1�11111..1111111111111111111�� ' OM10-1 '2 � 1 PROVIDE 04 PROTECTION WHEN REQUIRED CAR GARAGE = 11_. GARAGE 4 OPENING ■■i■iii��ii■W. \■M■■■■Ei■I .III•I� �dLli�f•��LlQillilf•�I ■.•Mr:: tfMI .III•f•Cr�`e�■S�IWffff.]CiLl]i■�� ■MT. - MMMMMI ED A.F.F. DRYER BEYOND WALL §1 © NOTE: FINISHED • WALLS TBE FLUSH. VERIFY IN FIELD. c 11 _ - IMM iSI■■■IE of _ LJ ' . •' M .1 .HANSON EF-I Raw • '■ NMI■ ffiw�, ff♦■■1IIX -,�■■� �SS.l�11►�■11 Y 11 /Mi\1tW 04 1 1 1 13111111111111 1 1 �'■.��ii�■■ �- MENEM■■■I�W. ��������� JIIIIIIIIIIIIC]IIIIIIIIIIIC]11111111111;; 2668 5' ANI F?i ' 14'-6" CARPET E PAD _IIIIIIIIIIIIII_IIIIC]a1111111_11111111111111_11111111111111..11111111111 BEDROOM CARPET 10'LO BEDROOM 3 ' C min 'CD ! ��L� fA maim �.iil#Ir..ii..ii.i�_� fi■�l�rl mil MOM, 111111] HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20X38} 18 X37 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 624 S.H. 16 20 X 72 18 } X 71 4 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38J 26x37 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 J X 25 1/2 S.H. 23 37 J X 38 IJ 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 J 52 4 X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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 1-318" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 EE +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET O SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1111111111111111 MASONRY HGT. • 81 TYP. 2x FRAME WALL H B� EGRESS A EGRESS BEARING WALL OS3 O INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 29'-8" 15'-10" 19'-6" 0. 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 I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEVNNNNA1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING RBLOWN-IN (INSTALL BAFFELS AT EAVE) i I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4 1 �-0" (GARAGE / LIVING) a 0 �_, OW N `AS E c,. PROF-ESS`O, Mill To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F a o E o N8 ctO"r_j Lo ` :9 U. 0 M y_r`12 w a- a u. y�0 W J LL LL a W S Z 0 m c � o cc N <C m O J W 3 d a C2MpjO'LL T. 0 MZ �y o Z04 6 6 3 1 W z N � z Z n Q � d � tV N z W W o-� W 8 � c w ' w � c _ • Q Y 04 49W s ,w �C� M Z J v3 Wo o oozQ ' aE C1 R. O j z _ �E O r0 .i �a aZ w N o (p C U Nm O Z oz z co (v Qw i d n. o g° NW W U 3 it �°� < I- o o Xo aIr v ,�II ZI< ° 3 >I>) O (0 0 L W C T ca oo-. •> N O C T �2 N � Cy) T _ N T 00000 E c N M 0 M E p a o to 0a o JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 1 (9. �.. - - — — - AJ.... 3 Q C i^ KITCHEN ISLAND KITCHEN L J\ 0 N 0 OPT. REF.Lj Q M KITCHEN O 00 i 4 00 MIRROR Ll L OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD 0 z 24" TOWEL BAR U) TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. IY TOILET TOWEL BAR a / BATHROOM O N M WALL f' 00 MEDICINE 9_ SHWR. o . CABINET o0 I _ VALVES _ = o TOILET t° SOAP 00 PAPER o DISH U00 HOLDER 1LO ILLZ 0z o co 1 M O N% p M 1 _ r _ MM MM N LTJUB _ _FIN. FLR. _ _ _ BATHROOMS, SHOWERS AND TUBS OWNER'S BATH 4 r INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS ---- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE CLOSETS / LAUNDRY M FIN. FLR. r SHELVING OO 00 LO a- 0 2x °0 FRAMING r zo 1 /2" GYP BOARD — 1'-2" CABINETS - 04 M N CV FIN. FLR. SCALE: 1/2"=1'-0" 1LE PLATE) I ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" � � ( lu� . o co 0 O j\\\\\tilitidN/ A: ��pVVN ..,� bESS.. ROF\0g \\ To the best of the Engineers knowledge, information and begef, the structural plans and speaficatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E n O N J 6 e J LL W a- ejM� LL 0 Y �LLLL n s Zi13 i SO[ L r0 � _ S W Co n t0 d' O m J So a � a � Z LL_ 'u � 0 k N M Z � to 0 6 6 -j _ O rvn ❑ ❑ ❑ W C V Z N � Z z Q 13 vCD z' - �( -ug UU co U � • � Q < N Fl- Cfl M o1 W Z z J Lj- g E zo S s z0 19? t0 U .0 'o od U0 O E N fp T t5 aQ . wg O, Ir El_ w �� . � r j C C yi3 o oLL �rz Z Z 3 g � 02 s� W U co 5 V U 2O >� � O 0 L W C T >ca J U .2 v CO a N � T T _ 0) T T 00 E c CV)Z „ C O E m C m 0-U Q JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 2 HEEL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12 o 5 F4 T.O.M. — HDR HGT. TEXTURED o CEMENTICIOUS ' FINISH ON C.M.U. °O 00 -1 (TYP.) CID 12 5� T-0" F.FL. N 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0,1 ------------------------------- ----—-- — — — — — Mimi INI I—E—IN Mimi ININI 0 FRONT ELEVATION — Al 12 �5 SCALE: 1/4"=V-0" 15'-0" RIDGE VENT LEFT ELEVATION — Al E: 1 /4"=1 r-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS a? FINISH ON C.M.U. cD (TYP.) F.FL. A 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. a O 0 CO 0 W Q .•`' h 0� F ` JI To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E n J 0 Na aC J LL 9GW N 9! LL W tl! dl a r151.-r4.� - w a M a LL d Y � LL U. a U �O _ 0: 2 cca c �ca Ec�m O W W r9i�OnjO' a ¢ a a Z N M2 �q' to Q Z W OU ❑ ❑ ❑ 0 z_ 04 z � J �z U O vN u u cb• Cc) M M g aS W z (�E ° �£ Z® a� �- � I� U wi 'o oa ()v ZE C N � az�z o z o l W 2 L f0 N C �� 0 Zz '<W Z in i7i J <� w iz O W 3 � 3 as �w Mill O cozl�d i= 8 3 2 O m > I.() O W 0 L W T _J N �> A/ LPL Li 0 a. U C co T�— it 04 T r T T 00 E M z° E O E v w c a 0 � Q o � JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 3.1 L� .,i ,.I Ik i� � I .t..,,„i..... ,. `- - a. -� d.. � i. c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 12 5� --------- ,_ohh 15'-0" RIDGE VENT 12 OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 ::Z�_5 6-0' T-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 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. T.O.M. HDR HGT. --------------------------------------------------------------------------------------------------------------- - -- ------ 10 TEXTURED TEXTURED 01 CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 3'-0" (TYP.) (TYP.) Zm F.FL. RIGHT ELEVATION - Al E: 1 /4"=V-0" ISO" O 0 1/fry O�'I S' r. _ J QIk s • •'' CO \ �. F L WflROFESS�O\� � rffiflll11N1� To the best of the Engineers knowledge, iMonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M h $ o E a LL Lo ym J Qai r, rZ P - W at LL v M Y "" a is 0 0 W �C m O C) a IL L a N MZ CN O U U � Z O y ❑❑❑ W z N z � z d N N - N C7 Z!�fu V U w � 0 l/'I LU s cNd. ® U � LLh J U fat ¢ � w . O M p W z J 03 i ,n �O ZO o Ico E N wi z� ip oa �0 H � g 9 C O � �o OZ Z d 3 GW $ irk ZZ ao W wLL �W w Mill O O 2 Lo C9 L � r t0 J 11• �1 .� n/ LC d N C:) O v (.0 %%"i W r r o Nr 00 N r r E c CV CM N Z Z 42) w a U ¢ p JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 3.2 . Ll ,.� _._: . r ! :.._Lfl11V1� •• • "'Y�YI 11l lI1LllL lYTl._� .. _ _.mil__.. .�..=.1 ��l.,l_1.., _ 11 1 .. . �111_ _=L �L4. W_d J.l. �� ..:;a: Lai'. _ e 1.. �, .f,A_ _ _ - _ _ _ I igiiww VARIES 1'-10" 1" CAP = CAP 1 2" e 2" *NOTE: N " iv FOAM TO BE USED 1" RADIUS—,-,' ADIUS ONLY WHEN ^ 1/2" RADIUS REQUIRED BY 31/2" RADIUS COMMUNITY^N s SPECS. IF NOT, N 3/4" RADIUS - N c° DETAIL TO BE ow OPENING VARIES 2" 2" N BUILT W/ STUCCO. 1" 4" VARIES - 1/2" RADIUS 1n 1" EDGE OF 1• OPENING VARIES 1l-4n z c 2L! VARIES o M 2 13 VARIES 1„ 1 -4" 1" iv tiN 1 0„ 1 1 1/2" RADIUS 0 41!' 2" 4"—{—� r I I 21/2" RADIUS ro 3"" 0 T.- 4 r � -� n n � - ir j- ZIE co ED VARIES 1 n 3 11" 32 N 2" BASE BASE « 1'-8" �< 1" 1n a T 4 , • N 4" N �� rn c! N7 1n O *NOTE: VARIES 8" 2" FOAM TO BE USED e co 3„ ONLY WHEN &1E REQUIRED BY d7 COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2"' 1" 1'-4" f� DETAIL TO BE 2« 2" BUILT W/ STUCCO. 611 24" • EDGE OPENING T = 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, 4 the structural plans and specifications contained within these N = drawings comply with the 2020 Florida Building Code - _ 4" 1 �� Residential 7th Edition. Engineers signature and seal is only for �IIj 1()', 6„ the structural engineering portions of the drawing pages bearing z Engineers signature and seal. 2j" N N !n 4 � g s NC W r aD dl qk LL W c Lo C�n 781 a Mv LL a Y Twe LL LL i w c M 4 6° fn In 13 1 i A � c0 4 � l OJ - " 2" 4" 3" 2" �, w w = W 6 d a it 2" ^�' IL Z ao Lo N d �'a I > > Z N U U J N 1-1/2" THICK « 0 f2," Z N z 1 2'�" 1'-10" v J YYYV « V-5„ " �4" a 't 4 v 1n VARIES VARIES O N t Ln VARIES VARIES c • e Q n A _'- 4" 8" 1 �1 s r— w 1" � Z �_________ r 6" 4" KEYSTONE F11 000 n m. YSTONE F11 � r _ OPTIONAL OPTIONAL aw =® t (O E fV N Q` e e OW P U 4 cp 3" o f a E z io i Rsy io Q- 2� 4n ` _ R w O $ z � . 4" GARAGE DR. OPENING 4" 3" an FKE WINDOW OPENING 4" � � � g NOTE: n J lex 2 w 2" • INSTALL OVER STONE, TYP. a w • FIN. TO HAVE TRADITIONAL ° l Z VARIES Enll• • LOOK & SMOOTH FINISH W v a2o f,L • FOAM/ EPS MATERIAL IS N ACCEPTED O r- 1--.o co r- NOTE: _ 3 • FIN. TO HAVE TRADITIONAL LOOK & `o_ 0 = f2" • FOAM/SMOOT PS FINISH MATERIAL IS ACCEPTED 14" 1'-6 " 14" 12" 5j" 1 -11" — 5�q' > LO T-8" �n = 0 m N /P1 1" 10" 1'-4" 10" o N L � T io 1 J �« to 00 CD �1 0 T N C m , O z r C CV T = r � r N M o e c z Z Ct) O Ca E O H c) M r Z nn N � - Tea tl U J Q 0 J 1" R'oy 1n JOB NO: 21-1075 1" SCALE : AS NOTED GENERAL NOTES: SHEET NO. M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 / I • ACRYLIC SAND FINISH ITT t n fi +Ig11"1' I lip I ( i ''llll�III fir' I y ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 11i 2q �' #14 ODPper to wnm a outlets 15 EMA ', its #12 copper to 20 amp ckts 1 200 AMP 00 #10.2 copper to w11 10 #103 copper to Dryer METER n0 or aio sER au ==r 200 emp 150 amp UNDERGROUND Disconnect POWER CO. FEED IT(�t INTERSYSTEM 4 Bare Cu Ground ry/ Aur BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 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 EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) lCHI CHIMES (OPTIONAL) I0 PUSH BUTTON SWITCH (OPTIONAL) I0 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 NMI ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP H.B. GFI DISC. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER Id GU I%.I/"%I CU fR Cli Cr 1 M%'LC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH 131 111 mom ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" N 0 N rn 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 Engineer's signature and seal. r� W OD gym a oO 8 N � J V s� 0 y � LL W y •5 W N ik W tl* Qaj to t`rLL W d y F2C LL Lt. S A W S z J 0 @_� °I DN<D D: O J W LL Lr1 ��q, W 2 Q Go N Cl)NZ Ix y 0 U_jv�i Z6( ❑ ❑ ❑ W (.D m ,n Z � z � z J fl N W �zr� .2 LL 4-1 U [/) o A —� O c 8 V) ' U w � z e S oL No0 ffi Z Cl)� J l E ¢ z o Wg biz zo Q E H ru w oa w so 0 � Z O E O ip az Wz N �% L O �p ¢� mi 0 to rj C U Z oZ Z U) J F b W Z Z 12 o Z 5Z a W 0 W O A a x 0 3 0 > Lo O m rn m to C9 L c � co 0000,44 a •' Y 0 C m U N 04 Cal Q O) � N r T T E c_ CM Z Z E O y M c c FL U � v w 'a p c JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Req.) ATTIC SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of SQ. IN. of of vented IN. of of ventilation to ventilation soffit ventilation vented be provided required needed required soffit by upper needed ventilators Ridge Vent Amt Off -Ridge (Ft.) Amt. Total Ventilation Provided by Upper SQ. IN. of SQ. IN. of Ventilators Ventilation Ventilation (See Elev) Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 (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. ROOF PLAN - ELEV-Al SCALE: Y4 "=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear FL of Deck -Air Needed) 0 111fl0tl� j�J�i •:�,ts!!!!!! ^ C* N d . W W To the best of the Engineer's knowledge, information and belief, the structural plans and specfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LO E Co - o $ 8 at: ma0�LL � LL. Q •Z' a0 it W r'nnr-13 LL W a- y- M a � N SY� kCLLLL I a W S J O = tk�acvog� 00 pNko xO W "j' IL CD d a 00 a tn0 Z N k.N)Z do U3YA W ❑❑❑ Z� J d ``Znn CC �4-J V O LL to W w ,ax, N C L=Lj C) C acliw • s O Cl)o. W L 1 J LL k$ 65 w0 �0 � _ zo QE CL �z R o a § o Z N � D z tr (d � F () z � U, <z d a � 8 wLL aU Z �W W i 3 i; 8 EE �k =I� � = � CO 55 r i 3 C O > LO 0 (0 01 cc t0 L � N C Co tv r M C,4 d' 0) � r _ -r o N LO r 00 E M Z z E C:)�' m a ctv i JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 5 C C 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 65'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 1'-6" 5-7$" 6'-4a1 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5-11 7-1s�� REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY T-0" W zg U.N.O. —'-^•� . E- LU A a S3 H.B. ■ ■ ■ ■ "-0 BUILDER TO (2) #5 REBAR 12'-1" : W.H. PROVIDE VERTICALS w/ in O APPLIANCE FILLED CELL PROTECTION ; ; I ; ; WHEN REQUIRED I ■ I I : PER FBC 35-41, 20'-6" 3-1/2" MIN 3000 PSI CONC. : b ^.1 I SLAB FOR HERNANDO 1 r 1 I: K N 1 to " I COUNTY ONLY S3 r S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2-7 a' 4'-9" 4'-10" : ' VAPOR BARRIER EDGE OF SLAB 2" - BEYOND WALLO?o ■ G 1cj II o) —T �? 5'-3" 1-10" 3'-6" r M O N 1 1 (2) #5 REBAR VERTICALS w/ in ■ I ......... .... I .......... �"o 1 I J PT. OPT. D -31/2' I I 1 ' I cn FILLED CELL 2' 11 1 11 1 11 G : l �J -6 x2 -6 X1-0 FTG _ _ W/ (3) #5 E.W. S3 �S-5" SLOPE 7'-111 2'-6" x 2'-6" x 1'-01, (2) #5 REBAR4in AHU I VERTICALS wW/ (3) #5'S E.W. TYP 1 STORY A `� CC :: S3Ci FILLED CELL@U.N.O. OP 128 2'-6"x2'-6"X1'-O"FTG W/ (3) #5 E.W. 2 #5 REBAR () INDICATES FILLED CELL w/ 3000 PSI I i / / I PROVIDE Y2' x 9" 'r' / RECESS FOR FRT. POOR CONC. GROUT FROM FT. TO BEAM / / SLOPE��' v 1 VERTICALS w/ in / W/ (1) #5 REBAR VERT ABOVE SLAB / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN / �/ @ BASED ON � 0'-0" BELOW FIN. fLR. ■ ........ ' ■ ■ ■ ■ HOOKED FTG. DOWELS5"EMBED I /i/ LOCATION I • .:::::::::::::::::::::::::::::::: ........... W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" /i/ -----.------1 4'-0" 16'-10" 12'-10" c 10'-10' `t STEPS AS PROVIDE 1 �" RECESS / / 1 I REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND ::::::::::::::::::: MASON'S SLOPE FOR / / LOW WALLS OPT. CONDITIONS WIDTH / / - - - - - -1Cj:I i / CJ r - - - - - - CJ REF. -1- C.1 CJ -� I ■ ■ / — — — TT— — �1-1 �— — — — — — — — — — — — ---- ----- / / _______ —j�- - -j CHASE TO IS 9 D ' ° jI TYP @1 ; : ; { ( 1 STORY U.N.O. iv o I D.W. 10� 1 I;:`7::: / L� _ � J- - - I :: I 1} III 1 A S3 'n r in to I / i SINK / DISP `Y -3 1 /2" L �} / I i / 16'-0" 21-9t' 6'-10" I :: i { 11 :: I 01 -0 I ■ O — / { iff I s ICn T 4 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ '"w' T-0" 6-4- V-9$" 3' TYP @ 1 STORY U.N.O. A S3 2'-106" I 5'-1 FOUNDATION PLAN MONO — ELEV—Al SCALE: %4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cunt. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" o 0 0 ,t;d;;;@41 Et111I11/ Y-SIRo w,v f ,se •'� N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E co 0 LL $d LLLu M y LL a Y J LL LL a. WSc Z —f0c m _ W Z Z Go a N MZ dfn Q p U cai y W ao❑ z z J d � V) N z •U N W W —M 0 W s N c � U W UWJ2 • N O co M �� W Z E OV �g fag ?® E t--- 6 zO E N F- d p az "¢ g z WZ L ro Gp �Z W. m0 0 o LL Zcop= C 0 w° ° d W a > LL �o �W o 2 w� F m 0 O >I6 1J� O� m m L � r M d- .-. • ,Jc N O C to N CDN Ln T T 00 T T ' M o Z ZO E E N v :: c a U Q p JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 6 _ -- ...-... _ .... .. --. .. .. :a .1 •q.­1 1 1. _ - - _ - - -- -- - — _ _ — .,, r. 1. i. .1� _... „L _,....-..L_�I. 111E ..1 _ .I �, �.J.i L RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r Is ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD j ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (8 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D 0 ; SHINGLE: Vie" EXP. 1 (24/16) or 19/32" EXP. 1 (fig) TILE: 1V32" EXP. 1 (32/16) r I NOTE: i 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .1201 NAILS ' % A4K 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER ft GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 1 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 518" DIA. BOLTS L VGT R/L 2225 1600 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 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 N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 — 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I V 2 LGT2 4060-M 3770-F 3500-M 3240-F w/ 2) 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" SP1 555 535 1 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 570 1 (2011Od 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 W EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" co 0 0 C� ►llti►trtf/�z CIA cc U 0 FL rss10��., To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W � n r it Cb -J N LoAga G 0) � 9snGO u"a fn t- r- —0 -J yu a 0 0 Z 1030 -9LLU L m(; E ° W _ 'p CV G m 0 J m 8 T- d?a W 2 a N CD M Z Cd' to O Z p V U y ❑❑❑ W U Z C" z p J Y n- h 13 (1) �T Z � U' € C41 W W O W 8 U_ g €€ _. Q — • o W z M J oz� i o go EU o m z O M CD°dz ao az cUU� v NO gz z N J " <W i W U g as az m� �o z r� r O < Aow O 3 O >LO L.L. � (O W L � T (D .= C:)U CD T = N Q± � T r00 z c') z z E E O E " m a U Q p JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 7 �.:�....,,�.�_....._..,. y.� :... •i It- - - - ->.i,1 y L .� . �...Ls . sue. 6.A - - - - - - - - - - - - - - - - - - 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 [Intel 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 vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O © © O O O O •, • �.�. O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T •''• 8F20-0B/1 T *-'44 8 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T FORM dr GROUT SOLID d .�.J_7 of Q N Q J U O /5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. Is nos `i RE F = FILLED WITH \ GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T tNOMINALr QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS . ' c�precastlintela = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 .(1) MIN. RAT TOP (1) REGPD �E R ALTERNATE POWERS STEEL LINTEL ° • • ° M.U. #5 REBAR AT TOP ° w a• MIN.(1)RECI'D d 1-1/2"CLEAR x A Q• z • e ° a p 2 GROUT D • n Q j F 4 C.M.U. e 5 REBAR AT y N = (n w • BOTTOM OFa. U)Z w W O 4 c LINTEL CAVITY c~n E w G1 OTTOM ¢ 0 $ REINFORCING PROVIDED IN ¢o ¢ ¢ k7 ¢ n Z LL Ci m D D , REBAR AT BOTTC a 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ oo AS INDICATED � C 'c � �, � (VARIES) c6 o o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the camentitluos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION _ O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: 14"= V-0" 0 .,.at��,T4i11PtEti!! 0 WIV, s J � � < vG t� 0r' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W A r co o CCQ C Loa LL #LLa 0) Qaj ?rn°o°� Nkro- LL a vMer Y �LLLL a Z 0 0 rig 0° W j io N k0 m O J (S T a = L LL -.41 n N rN z � N O ZOUv_jccnn ❑ ❑ ❑ W (D c) Z gNg Z iZS Z n Q d a1) 0_ o T' (� G, Lu C) V OW as C Q _ rr �rco - M z of w zo oozQ a� cc U ui z � a Z o M O i ao �z ego wZ f0 C - C �x �f o Z z z J w ,� �u� o a 2 r �W a� s 5 3 O = �L CO 0 c � co N ^ •� Y O aU m CO I� /C� U) T- 2 Q4 O N Q LO r T 00 T.- E z C,)Z z � E O E y d � w c a 0 _J Q o JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. AC1301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 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: C4-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) AC1530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2- 1 Y2. 34" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C4-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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re-insection 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. IrrigatioNspprinkler systems includin all risers and spray heatls shall r>bt be installed wl�ttin 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 backfiil is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. if rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C crete overpoulr and mor?r along the foundation perimeter must be removed bt ore exterior sot treatme 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of oocupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 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 T S 0 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" 1Y4' 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 %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. O 0 C 0 "1 ���,� ��" FILo ~ �JE3a10 ..�/1Fillli To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained wfihin these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q Q NE N LL Q t» a0 W LLwa N o a C y J LL a in LL �gn O Z tm� 1.-13OC A w �o o LCD "1 Z 6 a N MZ �y O p V v y W ❑�❑ (D z N C11 z z o v J N z - 5 ■-J .0 y w 7.g a OLAJ cc - 2 VN = co LLj o W Z cM J cLLcpp o i o o O I� E 8 EE H wj R. oa �o Z o ao az �z g& Z J cw� gN ow o Sapa �o z W T LL V1 W � o H <_ <� �<3 jos .n O LO O m M C9 L tv C T' ` (0 d- o C m U CO *-­i W r T 2 N O� = 00 r r r � ui f M o Z E O 'Al4 42) c a U -1 Q p JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. SIN 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 anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7� panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking ° 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 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 CORNER OF \ HOME H C G GARAGE SIDE 000 5'-0" cb STUB -OUT FOR O 1 -On C)GAS METER oU (V • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1 SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6A (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --+ DO NOT cut, notch or drill flanges Boise Joist Blocking HnA 3" (10d1 nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS ir ir STD. 90° CONT. #5 BART. #5 � HOOK r-1, BAR 7, � 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO COW. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 128" min. Small 2" min. ) gap max. � 4 max. 4 Clinch nails when possible Tight fit U IJ 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000se BCI6500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - 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.* When joists meet over wall, provide —1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — DC UU 1 Ary T VVnCRC 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 1Y2" 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. %' 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. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W 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. A Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nall with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be fight 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 d hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist ° depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE r SLEEVE THRU STEMS • SEE PLAN FOR--'•• a . • • • • FOUNDATION INFO ' ' d' STEM FOUNDATION r-GRADE REINF. SEE PLAN A II— • a A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PLUMBING LINE PENETRATION //_ � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d b' .d d . <. d dd L e d q d d Q d a SEE FND. PLN. ol SIZE & REINF. a 0 0 ll4f il0/f//// �90 `N ... N C D Q• FL0� f, 4? I) \\ 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 = Lo E n 5 0 N Ol LL 6.0 -r ' t 2 S a U. W 0) Q y��� - W o- mMc a x -9LLii Waw0 0 W ILin Z cc 0 j N M Z y O O U U y Z Z N � z � z J P1 kN - N 0 1 ro "U N 0 W Ul c d U c Q � s�o O w Z rJ o U_ E m ¢ W° ?o E a� 0 °w¢ § v Z g E N � a az a� d$ � U ms 'o oz z I �w O QW �z U W a � �o a �w �L LL w =� MJ o O w� �d ii GO o< 2¢ O_ 613. .0 C) _ dui'^ > Lo O ui 0 L^' W T to d- Q C m U in ( ' W r NT 0)2 1" Q T N T r 00 Ec, N C,) Z m Z E (D Eii a 1° a U q p JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. SN 1 1 iL 1j. la.. - I L.uw uO9Il1LYtll1W_ _ 1 Lil II tj ill : a114.j .1 �: 61 k14:.1U: �J _IL �Y _L _n... Y - - l - Wit .,. 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. 1 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. °U I ; A HURRICANE ANCHOR @ EACH D ' W 1. TRUSS (SEE UPLIFT SCHED.) W/ I •, I ' ° 12 METAL PL. UNDER EA. TRUSS - " I - I I ( I r (TYP') VARIES MOISTURE BARRIER I SHINGLE ROOF 8 n ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G - ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP TYPE "X" GARAGE 7Pr _7/r II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"0131/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D, FOR ALLU.,,-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS _ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 @24"OC) 211 ATTACHMENTS 2/ WWF OR FIBERMESH -\ / WWF OR FIBERMESH ELEV. -0'-31/2" Le�31/2"MIN. �31/2"MIN. J d ° °° ' p °-'— ° a ° a 2x4 CONT. A.F.F. ° ° . ° a N = o ° ° - 1/2"(min.)- 4" °. 1/2"(min.)- 4" a ° oo _ _ — 00 _ ° ° GARAGE DEPTH VARIES ° ° ° 31/2"(min. 4" ° _ r 31/2"(m n.)�4" `� y p °— (2) #5 CONT. 411 114„ 8„- (2) #5 CONT. 41' 80 GARAGE SLAB AT STEP rB***� U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL("'C @ rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 cam• ��,r S�GVR 4\E10 W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs• ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS / 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS IF 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1� M�NN�o S 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ co`� INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / IN BLOCKING HORIZONTALLY@ NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL ,� SEE CC/S3 OR N 111 „ 5180'-0"1(0R302•BOLT 24" 0/C W/ 2"°X 3/16" LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8 C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) BOLT INFO. 5/ 246 O.C. VERT. BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ TYPE "S" MORTAR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " (IF NO UP LIFT ON @ 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS J /1 ) () 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24"MIN. LAP] SPACE ANCHOR #, .TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR -¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c = ARCHITECTURAL w/ (10)10d NAILS WEEP SCREED INSTALLED � � "' 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH �, E FINISH TYP. T PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE i\, r, ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° 1/2" GYPSUM WALLBOARD •' ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 0- _ r . 4 1 #5 VERT. IN FILL Z ch o t,. 25" MIN. LAP [30" MIN. LAP] D — — r U.N.O. O MONO OR STEMWALL ° M g � - II CELLS (SEE FOOTING MONO SHOWN p °D D 00 w -u7 III ° • �r FOUNDATION PLAN FOR CLARITY ° _ _ 6 MIL VAPOR BARRIER A. ° r R 1 7/8" ° _ _ _ _ #5 REINFORCING BAR FOR LOCATIONS) D D D ° D —III—III—III—III—III—I iv z 1x4 P.T. BASE NAILER ° III—III—III—III—III=1 - ? • ' #5 LAP SPLICE (2) #5 CONT. - — 4"x4"INSPECTION � o ° — III —III —III —III —III —III � NOTE: g ° D D III —III —III —III —I 1 I —III- ° 3s" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL `„ COMP. SOIL. (COMPACTED TO ° (TYP.) 811 11.,411 8" ez FILLED CELL TYPICAL I=III=III=III=III=I I Ii l T 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ co AT GARAGE CONTRACTOR I � I=III=III=III=III=III=III=III=III=III=III=III=III=III=I � I -I D1557) —i 1=III=III=III=III=III=III=III=1 1=III=III=1 I=1 1=III—' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR-=1 I-III_=III=III=7 I I=I I=III=I ( I I -III= I #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE - -i-IIITYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"' TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT leol G W1.4XW1.4 WWF OR "FIBERMESH" M ° yItI DECO FINISH 4" to 6" BELOW GRADE 001� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S3 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR > Z min. 4" BARRIER N = a a GRADE COMP. SOIL. °O - ( COMPACTED TO 95% I r I r t t _ (1) #5 REBAR W/ OPT. MODIFIED PROCTOR I I I S E NCLOSURE ASTM D1557) 3" MIN. CLR. I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" 1 STORY ( ) 14- STD. 90 HOOK (SEE 4" t MIN. U.N.O. V-8" (2 STORY) DETAIL) TYPICAL WALL SEC-0 ION ATYPICAL THICKENED SLAB EDGE rL SCALE:3/4 S3 SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT ^ CONCRETE SLAB 14 1311 PAVERS O.H.D. RECESS z cvi •: �. 4 00 SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V ' (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. O.H.D. RECESS � � = 1 N T N M •I _ ... �•' II II III 1 CIP • .J•;. " - 4 II•y I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN • " " " CONNECTION INFO LN FOR ° ' TOP A BEAM " & LAYOUT DESIGN a < - - SEE ROOF PLAN oo C a V; ° A a ° r (2) HTS20 FOR STRUCTURAL r d BEAM SIZE & N �' a CONNECTION INFO Cn ° d' P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAh — • ' ¢ INTERIOR e. a• -3 1 11 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - , -f- e n - d' rI III M 6 MIL VAPOR T BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. w � SCHEDULE OPTION #1 cc a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-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 q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. =' ' ON FLOOR PLAN SIZE VARIES PER PLAN c i i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS gRAPE a 41 ° v> FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c� ;III=III ° ° • =III= I= (= WWF OR FIBERMESH z a w w ITI I I I ILU a ' BRICK PAVERS or SLAB PER p o _ -III=1 • • °• - - - = z a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 COMMUNITY SPECS 05 L_ C b�1 I BEYOND 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL � �N a 0 0 i I S E ..�(\�• �v N N }° (,' J'r >, t �4 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. F o E V 0 04 10 W 7 !n 00N i! LL•Lo a Ma u a Y ,a V J LitlL r1 �t_y o� two �o gm pj z ILW Z co Ci N 04 MZ xNO pV c¢i_jW W o00 0 9? Z Q v < — N — N M z Qj U o LL �TVS � w W W U — � Op W 8 LA Iz t0 w_ W _ 8 v � 0 c N M I� o W Z Cl) J 2 01 65 Z " E oa Q E O wz X U Oa V Z O �o aZ o� _z N � V ra O ao tt� mi o z ,_ fn J No a Z QZ gZ o Z W c� 3 wLL LL 2D �W � k o - Flo Mj co coM u w Zla ° 3 L* _ �L 0 (0 rn m C9 L � T = co • O Q C r 2 N a) � r E E c N M Z E ai a U Q M JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. S3 (MONO) 1. e.i_ �a i. s ti 1 . I .. d. ... I - — = i a. gn (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT POINT w/ (3)12d w/ ( MIN. EXTENSION FROM DRYWALL NAILS DOUBLE 2x TOP TOSPACED EVENLY EXTERIOR FACE OF BLOCK PLATE 7 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD (�Yp) 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 BLOCKING (TYP.) 2x P.T. PLATE —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 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 rF TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� 1ST COURSE 2ND COURSE I3RD 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. �S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 I ■-rl . •d•• CONT.OPENINGS PLAN)-- •' '' OPENING _ . - . •- • .■L. 0111111 HI■L■ IIII Illlf ■��lII lid■l■, - -- -i'I�' ■!■III III■It - - LIIII IIII III NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 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 SCALE: N.T.S. Q4) WIDTH OF OPENING VARIES 4» FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL ZI �,\000\0\' 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.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL INPOSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR --------.TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD ASSEMBLY FOR DRAINAGE FOR .`, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. ° 4 e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�rF 00� N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —CL VERTICAL JAM 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 IARAGE IOOR uvvn 1 nAVr\ 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. 14 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: SQ (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. SIMPSON HTT4 TYP. Op00 FN�NG U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (,*,Q_� SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING W/ 2-16d TOE NAILS L@BLEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD R 2x TOP PLATE to 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS == CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" LWA AT EA. TRUSS VERTICAL WEB 2xNAILS 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR A/F. STAGGERED FROM BOT. UPLIFT CONNECTOR SEE 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 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 . ' 48h SPLICE STAGGERED • M% /--10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W! (4) 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC ), AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. SQ F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) � (4565# SPF) I (5645# SPF) ;; (6970# SPF) G (9335# SPF) N. 8" DOXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING INTO �(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR 2X8 WALL ABOVE — ADDITIONAL DETAILS SIMPSON ENTRY SPi • K.O. BLOCK W/(1) -BOLTS @ 24" O.C. #5 CONT. & RECESS SIMPSON SIMPSON MAX TT\ FILLED SP4 SP4 LINTEL 1 4 5/8"X10" J-BOLTS C ll 2X P.T. PLATE @ 2'-0" O.C. a a MASONRY WALL 4 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. _T�A STAGGERED STAGGERED I KA IKA KA TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 4 /4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10"'7 BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4o Bo • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY o 5/8"X10" J-BOLTS • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 G7= a 0 � 0 `.•' r go tvv TV C �FLO9- :•�, . FESS10Nr 1/'1tl f l 11►00I To the best of the Engineers knowledge, information and beUef, 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 studural engineering portions of the drawing pages bearing Engineers signature and seal. LO E Q O N J LL LoA�p Q «6 .0 J 2 $ LL a W n Cr4 LL w _ J "fi ZS yo L l6 S 0 S o W yg caNr_o O <�a Zao ILW�pjO' No yak N M Z N V y Z OU ❑�❑ W C9 Cq z Z n Q a. Z M U N a 0 $JAft Ul � '® Ujj c • � y�o W `L_ E o _a ow =• V _ o ° o E N _ °a �o Uj Z C C C Y y 3 mo r Zz az Z N C < O a 3 8 � WC3 no o 5 CCD ilad U 2 O = �L 0 0 L � T co �. Q �' N O CL m v CO i— .r = VV! r 04 � r _ � N f T M E L N ti o Z z E O d FL v _ v M a o 1 c 3 JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. S4 4 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 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL i 45°t / 45' t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE o 0 APPROX. 8" FROM ' @ 8'-0" O/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD ;7 V; 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 OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS6,1 w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, AI NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 DETAIL �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" �111• AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 4K2xBLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3 @ 4 O/C SPACED WEEP SCREED 1/2 x 8 J BOLT @ 48 O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL 1 Odx3" @ 4" O/C INSTALLED PER MANUF. " " e e WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 wl (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1 /2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" � 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" 10d 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N ;o go NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES I" Go 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2° RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 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 @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL � ;a GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /JACK TRUSS / SEE PLAN FOR OF THE LAST LAMINATION ( 2x4 "T" ON TOP OF PANEL ` L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ;. 1Odx3" @ 4" O/C (2)12d TOENAILS NON —LOAD BEARING LOCATION D 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 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ( ° . ° ° . 'll < la fll d.° ° • dI- \• 1 N a III ° IA � a °� �° �I .� •� Il,,�a e ° Il a• • a° .II° ne° 'L-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 31-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) TRUSS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=V-17 STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. ✓,9c� CORNERJACK Y " a W z Q HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 11I1II�IIII � �NIINI�II F10r1111111111 111111�WM cc � F— NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0' O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 O 0 `Ti�,i;t1t111111rr ,,i J & z .' \O `, F L O .� !N,�, \JN,, I1111`�00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W n o x rJ Q 6. co v w di rn � r .'Q LL U.,a eir�iv a �[ J LL u- (L 3L 13 0 N 9 � 0 19 W°f o� 1,-°' t L 0 a a N Z Zz x Z W do ❑DO z� Z� Q _ N M W c.i o 4-, Uj U O c� c a® U c w vas N c N o W Z J 1is- E z, C �° g Z® E V N @ ~ �z z8 on �0 z E O ra N �z �i a ° dz z W � yam.. . C KKS �o ZLL z N � d 3 Q S ° zz mw W oI O N W ya ~ _ _ IIIIIIIII� Vim' za aF �� 0 > Ln 0 °' m c� L C T W •> ; (D N C) o U Cfl (D r ccN V T cy) O N Liz r I r 00 r .. ci N M o Z cc z E O y N C a U J Q 0 J JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE w/ (2) iod @ s" O.C. APPROVAL FOR CONN. 1x4 1 X 4 APPROVAL FOR CONN9m,��_,F #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO x4 P.T. 3/16"0 X 3" LONG FURRING �� �� FURRING 3-1/4" LONG X 3/16"0URRING (2) ROWS 3/16 x 3-1/2 �P>BAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS �� Xg TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4LL111X8 1x8 P.T. FROM EACH END w/MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL `57D. 2 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 311 DETAIL 90 HOOK (TYP.) STD. 90^ ` �� TOP 8 TTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. 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 PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W! MIN TO PRODUCT I LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ND TO PRODUCT x 3-1/2" TAPCON @ 16° JOIST TYPICAL APPROVAL FOR CONN. 1x444 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" NOT C @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. " 2x8 )2 P.T. AS REQ D (2) ROWS 10dx3 ` INTO BAND JOIST & (4)1/4"x2 3/4 2x DETAIL 2 1 /411 DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 1610 # FOR 2 STRAPS SOLIES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" D W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 l/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS = 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)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 ;. TO BE INSTALLED 7/16" OSB BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2' .• ;': BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • SCRIBE (NOTCH) FACE OF ARCH W! (3)10d NAILS • :;. j . •: .•y �•� .' OVERRAN ••;' •� BACKSIDE TO FIT ARCHly (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .� .•�' ;: • .:•'.' .. :' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4YV 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 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 'r o TO TRUSS TOP CHORD yAN MIN. 4" EMBEDMENT AT 16" O.C. + �F NOTry 11-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1l4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO PER NAILING SCHEDULE ALL TO SUPPORT ° .) /4" MAX 2'-0' 8° TRUSS + SOFFIT o #5 BAR °D. ° ® p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON , + 101, ° ° CENTERED W/ ° IN TOP BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP • ° N 1 X 4 FURRING 8d NAILS EACH TRUSS ° KNOCKOUT / _ is — o ° 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 '� _ MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY7 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 O ARCH00, #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - MAXE PRECAST LINTEL %o ° STANDARD = 90' HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS 1 @ 6" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" s INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. >- *. \ o <- „• o A e• o , ^ s. ` o <- s. ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION ENTRY L 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 11 SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 w/ (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 TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1l4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" Cr IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MINN. 6" EMBEDMENT & ` zo SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER . 3" MIN. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p' n LU a REINFORCING AS FOLLOWS: = '' "•' ;'„: SEALANT oN. * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. -' ., #5x6' EMBEDDED INTO * ,;;.A: + PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ " ° v z ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING ING 0 C PANEL t» 1n FILLED CELL SMOOTH. DO NO FURROW. \ N DRILL 3/4 x5 �� MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. - z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o �_b 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 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3!4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 �' •N• r• < ��'V . 0 '• %� L d� �OFE '/q/11111 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. FW Q E U p N cLoo % i2atf " d a y y Y LLU_ aw Z 103 V g O 190 W + t�-r—ONco 22 o �2°jO' d �a a Z ILL IL 00 N M z ix y Q p V U co Z 0 z Z z Q 13 cn Z M � fp IL oLU � U 0 w gJIM X CO U g Q law SW o Z CW3 E o o° Za Q E y Fes— i W <o x U VO oa wpa J Z _ C O N f0 L a" a wo ¢z W Z w c o o m f 0 o LL z N 3 0 0 01 0 a yw W '7 o Wz �o N 2O Ln � O°1 T M 0 L C 1"' ca J .� YCN = U3 U T r— cca O ai T N r -LL r 00 ci E l0 c � M tll c Z z E O -8 a U JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� '�LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ,VATRUSS (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 .k .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SSPFFTOP FPLATE FOR CONNECTION 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 ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE: NTS SIMPSON LSTA18 w/ (12)1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS �IMPSON HUC41Owl 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULEIPLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT i( SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 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 SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C. `—� BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �,. (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 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)1Old 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 J • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO ZSE'E 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 s 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. LOW ROOF TRUSS W/----" L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS a � O 0 O */ =U� �Oq-i 5'P FLO �;//i// 0 E S 1`O; \ S or rllllllllll To the best of the Engineers knowledge, information and belief, the stnicturai plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 5 ( A C"I c�Cy LL �,�a a m coo r-0- rZ 32 L� 6Mv u a Y �LLLL � a t9 Z �. 0 L l6 $� i�o Wa) Kd Oa QJ N _jZ Z Z 0_5yLL W ❑0O z N z Z n Q J N Q) N z 9C1 U LL � a O W g il)c tC5 m �- w U • a S C ) Chi N z .J Ll. E OW m rc W o oLL Z® Qg 0 v I—o �a wH 00 ` OK C �n] O �p o ff wZL mo C Y 0 = z Qi J d uN� � U' b 8 6 W 7 N W CL3 �z O a > o co0 a� $3 eO Lo O rn c� L C T� ca N ^ Q •� Y CD a) O m U Cfl d" r 2 N � I- I— T C) 0) T T M o Z Z E O E h a 0 _j ¢ o JOB NO: 21-1075 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' ' ' MASONRY ' WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ 'r) WEATHER dE BARRIER & tARILY SECURE WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -� DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as fl 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOT: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING NAILING FLANGE 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) F, SELF -ADHERED FLASHING M01 EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN SELF -ADHERED FLASHING OUTSIDE CORNER I g 0- IX W a- rn W U W W o rn DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A RIM JOIST WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based A, sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The O2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , 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. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW7 (� g g PP (SEE DETAIL WP01) /f\ I used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1� :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 0 10 SELF -ADHERED FLASHING INSIDE CORNER Ground 7 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELAEDHESIVEASSHOE PAPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 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. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in qutters. Lath Sheathing Stucco 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 01, Cement Plaster in accordance With ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 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� Cement Plaster in accordance With ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 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: l� 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 � Oo 0 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. og o coE $ 0 �ppu 0 N N Ol �rn°G,O # J ae"ii e �NoL LL a aych� J LL LL SY� d W 9 0 Z_y L _`m °f ° J �i t0 m 0IL Z u, cNnZ V a k%y0 v N Z (5 ❑ ❑ ❑ W 0 2-1 z J d 1W - N r5 V) Z v 01 CD E (D wco 0 a t- O W g �Ln (a N W � r� U � C Q Y � 0 o M N Z W Z J E i� Q � �O Q E o E 906 io R. Wo o0 Zo L a= m m � .ff ZJ iFb 20 �W o a U W fZ U �o W y �k g_ �go 7- a o k� 5 � 3 Er_ > Lo 0 0 L (D T � tv J � Q _21d O Q_ U CCD m U T o 04 r Q r Q� _X 00 N r T 0) T co o Z m E O 0 ca 42 w FL v _J a o" JOB NO : 21-1075 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 G: +V2a x+112a x 2-1 Y Back Cross Support (May be cut to Vim see Andmr satedule Right Bradret (16 Gauge) 112e Dia. A32S (Trna p 14 Self -Drilling ".Ir Screws i a3leN A/C Unit Bottom Edge Hurricane strap (Typtcal: 3 in front) washers Front Cross Support Sdf Locking Nuts (May be cut to W) Left Bradcet (16 Gauge) pia self -Drilling Screwsmru Brackets 6 Back Cross Support Into AEC unit Bottom Side (Typical: 3 each side for hurricane ua) sPackHr: m.,d6am3a aiaalraaiwq. ale pmv4riad .qua e.eh l Au aemat i�Pypta nalslAUVIDlslaalaaalaa"' ape faa' iaqw Florida Departirlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 et I 111441021 22& IIniftYS pine RM Dow Pietism 20 mm H>" ! contact Hsanesr A Liveraa yet kddgld AWEA W Fat Approved Ag�1Md Hula Redsim 2020 Gravel Msals, Inc. Jesgn Shumate Zachary R. Priest Lodes Bowden P.E. 08M WM20 08100020 OW02020 10A312020 Approved Category: Roofing (502) 303-1511 PE-74021 (3303MISOO subcategory, McWI Rooing Ishum.t.Gdrasm 4- CompaaweMalta& Ewhodon Report from a FWAS Reglshirpd AI Mact a a Upereed Florida PrdNsimN Fronsur DuuMV Asaiernn Approved 1g Use Aperoard/or UN Deslain $l9.� Product MON. Nm4r w Nrroc $0"..Description In HVHL Outside NVt2 Redstatt PLBtMis 1 Drexel Metal Roofing By"- DMC 1DONE, DMC 15089. DMC 175S, DMC 2003, 12/3/2025 Yes No NIA .0%180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 d t IN= feet, t pile ma t 011aba lm ANA Ya)Dlgn tlMiaY S'i9tlard AMM29 Ilmu vKeat.dour glum IMAM fA2ARMEntl Eomm Elm AAimatiol 7WA Small Vain Products. Inc. MklnaN (Naham Nwmes F. Nwro P.E. Loose Bowden P.E. 12M SrA20 12A82020 12rZWO21) Approved Cedoswy: Berudural Components (877) N1 M PE-73778 (334) 300-1600 aubCMeprr: Productssaroouced N a Result d nfiza-Mo ni Can New Technology Comi lerece Madho& PmIualan RapaA awn e Florida RegiWnd A4chaea a ■ UN-W Florida nomamaxam Prdmslo d Donew areaBaOML209=0 $ AN®MdtZi1W AiitmWffiYr Ia111411Ti 2AWdL= tmlMid &Wlid 2" EM Ma! 1 9m.AVad MoOtl W51P510 Owl Function Flood and Venaelim Vent 12/112020 Yes Yes WA .100R100 2 9naAVan1 Moda161540-517 Oua Function Flood and V nLW§m Vent 12/3/20" Vas Ye. WA NOOF700 3 SnAVro Model a1540-520 IriwWWd FboO Vent 1.1.020 Yes Yes, WA .100/.100 4 9m.AVanMo0ela1540521 II1WIaded Flock Van 127312020 Yes Yes WA N0OFt00 5 StVaM Model et SW524 nM / ot. Garae. Door Plow Vint 12/312020 Yes Yes NA WA 6 Snaovem Mom 2154057/) Word Wall inwYled Flood Vent 121312020 Yes Yee NA +1001.JOG 7 SmulVent Modal41546574 14.5600t: Garage Doan Flood Vent 12/312020 Yes Yes NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9a 1 tl3 n 2Dz Qa ttLS We no Data Pertain no Mut V""" tummmBa mmod" MOW a,itmWa BilL&R®Mt M-V d Alba Redvon 2020 Theme -TN Corporation ant Jasperwn LynOm F. Srlrmta. P.E Ryn J. IDne, P.E. 072Y2020 O7A=20 07292020 1d13202o Apprmed Catagory: Eateries Down (800) 843-76211 PE-43409 (813) 767.6555 Subcategory: Swinging Ederw Door Assemblies alssperawieYmmnlru.w Compliance Mathod: Ewaludim Report tom a m Floods Raplstemd Aranited a e Licensed Floods flies Prdeatlonal Emia e ANA SBOi:BY1:�aD Son tlmBa4 Apuowd IN Use Apofov.d 1¢1ha for UN knmd ago" Design Plamin 1 . Thema-Tru FibwCtassic and Smodh-Ster Normal BeJL19;8 Aqud;Irrpac+&quet Opaque 12/312021 No Yes Yes WA Cwrposte Edge Fiberglass angle Dow (InwlnWo.hozing; X cwdgundon) 2 b. ThenM-TN FaeeCWs•le pq Smooth -Shur Nler" all.8 &quotlmpsddquot Opaque 12/312021 No Yes Yes WA Composes Edo. Fibero.. Single Dow with Sid.Me(5) 0nwngKkNWno. XO. OX w OXO eanfpratlme) 3 c Throne-Tru Fib-Clawk and Sonooth-Stu Nominal Bull &qud;lmpad8quot Opaque 1213WO21 No Y. Y. WA Composite Edge Fiberglass DouW Dow with or witqut adtlitN (lnwin9/ONswdg xx «O)QXO ocntvx.dw.) 4 0 Themes-hu Fibe -Classic and Smooth -Star Nominal 5&e39;0 &qud;lmped&quct Opaque 12/312021 No Yes Yes WA Composts Edge Fiberglass angle Dow 01"A grOaexng; X miguntian) 5 e. Thames-Tru FiberClwlc and SMOOM4aar Nadnal 6&a39;0 8qud;lmpad8quot Opaque WW2021 No Yes Yes WA Composite Edge Fiberg ess Single Dos with S us .)0nw1n910uWw"v XO,OX«OXO oon9pntloa) 6 1. Therrn-TN FiberCWsedc and Smooth -Star Nominal 88039:0 1,quotIn"et8gbet Opaque 12/312021 No Yes Yes WA Composite Edge Flb.V... Double Dow with or wMoW Outlines (InswingANd eng XX or OXXO 7 ItThema-Tru FlbesClassk and Smooth -Star Normal 65t138;8&qud;impad&quot Glued 12/31QO21 No Y. Yes WA Composes, Edge Fllwyass angle Dow (l.swingroiltudng; X Configuemn) 8 h. Therma-Tru FDwChea to and awdh-ear Nominal S&M;8 &quctlmpad8quot Glued IV312021 No YK Yes WA Connote. Floe Fiberglass Single Dow with s) Inwin ' XO OX w OXO Salsas(. ( O'InO, pan s 9inaUlm ) a L Tnemn.-Ton Flaeo-a.Nk and smoan.a.r Nwiw,a eaixta;a awa;lmp.aagaot Glazed t2ntrza21 No vN vN WA Campeau. Edge Fiberglass Double Dow wit or .that adtlaN (Inewlnyoubming; XX or OXXO 12 I. TMIme-Ton Fibw-Clasak ant Snead Star Normal UAOOV 8quo;lmgd&quat Gland 12f31=21 No Yes Yes WA Composite Edge Fiberglass Do ude Dow with a without akelnN(InaWna'"0~9; 0t or oxx0 oanrenactlana) Fbride Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pose f of l I&MI Seafi J rat pith Do Delta ptnane p!1! VIld&,dN uww AID FBCApwpyal Alm Ana Re Nzw1 2DM POT Industries Jens Rosowedd MWmFDade BOCO. CER Mimi -Dade BCCO • VAL 11A W[020 1042111121020 ll24=20 Agxwed Cedae«Y: Enderlw Does (941) sell (789) 31S2590 SubCatseon, aiding Extrla Dow Assembles )roso.ss@PghWusmss.c CoepNnr.W Method: Camfie4don Mark or LIsMg urn ate! SWIrSGap7mtlm OtWltr Assurance Approved for Use Agmovalfw UN InHIAM Imam DedW itmim ITUMBa 9 8GD•5570 (Large M"k Impact) Vbry/ Slicing Glass Dow OY142021 Y. Yet vK WA January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET pon 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 thpv will hp iltili7efi nn the rnnOnintinn nmiptct fnr whinh vnii are annlvinn finr a i Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 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 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 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/ USP Structural Conn. see chart ANCHORS �^ 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 1 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) I { �a N N s Cn -Cu Florida Department of Business & Professional Regulation Pag.1 d3 2 Building Codes and Standards nrzg2+ L CL Product Approval Application Detail Q 0 ^O I..L �a � 8 Uoetae FaCF tiitlM Cv/ /'a! U Reclean 2D20 Therms-Tru Corporation Sieve J.V- Lyndon F. Schmid, P.E. Ryan J. pump, P.E 07232020 W122020 07J29/M20 1 OA32020 Apprawd � V CasesevY: Etenar Dods (800) 843-7524 PE-43409 (813) 787-eW atsspwsw4mwmwu.w O • ja SuIrCalegal "mcd Exterlar DowAsserMIIN L L Compliance alslMaa: Eralustlon Report Mom a le 0 2 Flodda Reglstered Architect we Licensed Floods PrdeKlentl Engineer 0 Q Cu O 8� CIO Aownvad/w Use AwargeW, for }M@.. know gait ♦IO / lI 4Wm. Frpdat ModN. N niber 11 ID most outside 14YN2 afi>�t t� fin � E � O 1 a. Thermr7ru Fber•ClsaNc and 9maoMSWr Nominal 6&e139:8 &quutin"O&Qua; Opaque Cam . Erg FbegaN Single Dow 12/312021 Yell yin Yes WA L (Insemoloulsskq; x agnfiguratim) A/+ ♦'/^� �F4 0_ 2 b- Th-Tru Fiber -Classic and Smooth -Star Nadnal 8&ns78;S Equatkrpew&quok Opaque 12/312021 Yes Yes Yes NIA V / O (U Composite Edpa FibrglNa Sing.or Doogle CIO^ - Sld.11W(g(Iraw11opaewiq:XO. OX«OXO all canlgurtllens) ,i j - 3 c. Thermal Fiber -Classic and Smodh-Star Nmtlnal a8e38;a 8watimpaaaqual; Opaque 12mirm/ Yes Yes YN NIA Composite Edo. Fiberglass Double Dow with w wMout S clean (msMnyft)u1swiM; XX or OXKO can".at[..) 4 dThslme-Tru Fiber-CNssk and Smaoth3Yar NgMnal 6&a38;0 Aqud;knped8ceid; Opaque 12f11@021 Yes Yes Yes WA Composite Edge Fib".. Single Dow cir gwo/Ouw. let; X cantpuraed0 5 e. Therma•Tru FlberC4Nk and SmootMSter Nominal SMU,.0&NOti pect&eat Opaque 1203120N Yes Yes Yes WA Composite Ernie F "o"NSingle Oaww6h Sidslite(.) (InminglDubrena: XO. OX a OXO 6 f Thermal Fkar-ClasNc end Smoatn•Scir NmWIY 8ON'.0 &quatMget&quok Opaque 1201=1 YN YK Yes WA Composite Edge Fiberglass Double Dow with or without Sdeaas (InswinglOutswhrg; XX orOXXO owleural 7 9. ThmnATru FlbetCWstle and &moil -SW Nominal B&SM.*e 8quat11fipaaBqua; Good 12111/2021 Yes Yes Yes WA Cwnpoede Edge Fbatti-Singh Dow (nanngAut•aii9; X wn9o.rabm) 8 h. Therm.Tm Faller-ClaNk and Smoak -Slam Nmtlnal SIMI apro5krWo8Wor,awed 1201R021 YN Yes Yea WA Composite Eris FaargleN Single Dow with adillte(s) (ImwlnwOasieing; XO, OX or OXO cmdgaaims) 9 i. TKma-Ton Flax-(3Ntic and 9mdh-Star Naaned 0&*Xg.8 8quctkrgact&quok Gist 121312021 Yes Yes Yes NIA Composite Edge Fiberglass Double Dow with w Without &do" (InaainyOulaWing; XX w OxxO conagureno.) 10 t, TI. -Tru Flow -ON.. and Smooff,91ar Nominal 88939',08qud;kryactdquat Glazed 12131=1 Yes Yes Yes WA Composite Edo* Faereass Single Dow (Iftwor gADuWwMg; X eanfigumlan) tit k. ihwma-Tru Fiber-CInslc and SnodRSler Nominal S"M-,O Saud"ect8quot Glazed 121312021 Y. Yes Yes NIA Composes Erie File g m Single Dow with SidelkNs) (InwNpqutswi g: )W. OXor OXO emigurelime) 12 I. Theme-1Yu Fber-GasNc and Smoak -Star Nominal S&M-,O&go;impact8quo; Glazed 120312021 Yea Yes Yes WA Crpoite Edge Pilo" ss Double Dow with or .Mout Susan (sseingroul.Mng; XX«OXXO colgurallans) 13 m. Therma•Tru Fetr-Classic and Smodh-EtM Nominal SMIN8&wd;khpaa&quct Opaque 12f112021 Yes YN YN WA Canpost. EAo. Fiberglass Ono. Dow with &quct:NoRlmpad&qud; adsa.(a) (ne4mglOutawii0; XO, Ox or OXO canfiglunaona) 14 n. ThermaTru Fiber -Classic and Smooth-Ser Nominal $44KI a equatkr4ea8Wd; Opaque 12/312021 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with &qud.NoOklpaw&qua; Sdeam (lowingrWtreing; OXXO caaguntlon) 15 aTherma•Tru FG Cl."Id and SmoahSWr Nominal 8&5390&qud4krpect&quit; Opaque 121312021 Yes Yes Yea WA Compose. Edge Fitergla s Single Dow vah &qud;Non•hpldagad; 5dailte(al (inseing/Outewiq; XO. OX or OXO emfiguradsn) 1s p. ThamntTm FberCWsek and Smooth-6Wr NmrYmY WaFA:O&quctheect wot Opaque 12f3liMl Yes Yes Yes WA Cornpode Edge Fiberglass Double Dow with &gaa:NaHmpadBqua; adallN (hswinprouWwlnO; Oxxo ewmgun/on) 17 q. ThearnATN Filo CWsak and SmwM.bWr Nominal 6&,M;8&quMNaNmp*w&gl Opaque 12A12021 Yea Yes No WA Composite Edge FibrgleK Single Dow (Mawmg/OuWwkng; X canlWmatlm) 1B r. Th.rmrTru Fber•CWNk and SmoahStar Nominal 6&S3a;86qucthlon4milaetaquot;Opaque 12r3l/2021 Yes Yes No WA Composite Edge Plo g us Simple Dow with mi Sldelbos) (InawinsOuhori9• )O. OXor OXO amfigwtlims) 19 s. Thane-Tru FfinwClasslc and Smaoln•SWr Nominal WWII 8pnot14en4lnpactill Opaque 12/312021 Y. Yes No WA CmpoMe Edge Fiberglass Double Dow with or .Rhout aides . (h ealny0urseft XX or Ono configurations) 20 I. Theme-Tru Fiber-Clastle and 8modh•SWr Nominal 811039;0 aquotNan4mpaaaqua; Opaque 12rJ1fMI YN Yes No WA COMONe Edge I proms Single Dow uamninrl8af39;0�xemayatlmt 21 u-Therma-Tru Fiber-CWstle and Smodn-91et &quel;Nm4rnpecMqud; Opaque 11lJ12021 Yes Yes No NIA Composite Ernie Fearel Single Dow with Sidellbos) (Ins.lnatunw4ng; XO. OXw OXO cwAguraflma) 22 v. ThemmTm Flow -Clay le and Smoo#FStar Nominal 8&a39pt &gNt;Noo4mpMdquot Opaque 12t3laO21 Yes YN No NIA Composite Edge FMergless Double Ooo with or without Sdtllss (ms•nngl(lutswmg XX or OXXO ctnllpurMians) 23 w.rhern-Tru Ffiw-Glade and 6moalh•&ar NotNnal SiMl&WetNon4mpactBWd; Glazed 1NN2021 Yes Yee No WA Composite Edge Fimergless Single Dow (neMngMuteatng; X coifigurshm) 24 x Therms-Tru F11 -Cassia and Smooth-Ster Nominal 88a09o8 &a+a;Nw4mpaet&qud; Glued 1213ifM+ Yes Yes No NA Composite Edge FaergWN Single Dow with S ciallte(s) (nsNng/Ogtswi g; XO, OX or OXO rxniguredims) 25 y. Thwm e-Tru Fiber-ClNn. and Smooth -Slam Nominal SLM',O &qu&:N.4nVacs"d; Gl.xsd 12031=1 Yes YN No WA Composite Erie Ffierglass Double Dow we or without $Mien (nwingWOuts.ing; XX w 0)0(0 codguredlans) 26 X. Therma-Tru F8>mrClassic and 8mcloth-Ster Nominal 8&AWO &quotNon4npsctdquat Glazed 12131=1 Yes YN No WA Composite Edge Flperglass angle Dow (WswhgfOuMwing; X eontgunton) 27 m. Themes-Tru Fiber-CW.sk and SmodhSta Nominal 8341&quo;elon-brpact&4d; Glued 121311=1 Yes Yes No WA Coposle Edpa Fac"a s Single Dow with Sidtlkps) (IKrnarUutsMrv: XO. OX or OXO cmlgurdlms) 25 zb.Theme-Ton Fiber-CINW-dSmophSla Nominal 88IaSp iqud;Nm 4FMwt6gad; Glazed 12/312021 Yes vK No WA Composite Edge Fbogass Double Dow with a without Skean (Inawing/OdawimQ XX or OXXO cofguredlo•) Florida Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards /r=i Product Approval Application tail 2012. graft or Bah to Iola.PWI&M Bsa bore vwdm mmunim Contest EnaaarauNoea Validated Or Mideast Submitted MCAmrovr 2mi RWalon 2020 Theme-Tru Cooperation Stine Jespersen Lyndon F. Schmid, P.E. RisenXin J. g, P.E. 10A32020 07A 22020 0713OM20 IWI3rA20 Approved CateOary: Ededor Doors tell 943-7628 PE-434M (am 787-SMS SulaCetsgory: SainsbM Edema DowAascrtibMs lospar otw r&ku,w Cmpaence Matho& Evaluation Report from a m Floods Registered ArchMCt w a Licensed Floods Professional Engineer AporovadfortW Arwood for use tma d D dos aM(a Nodnd MrW. Nuabrw Nary . ! lll.d.IQK BWaaDY l�lre 1 s. 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Professional Engineer Ad.t giMltLAtMem AoonMVd ft Line AMtmadlMM win" goft In gWAbkmm BWMed P—, 1 Candenk Lop Siding Aber-cerneN lop ski g 1213irm Yen Y. NA NIA 2 HmdePW* Lap Skag fiber -corned let skins 12mlr2 3 Y. Yes NA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Ddell Prep i d I im m1 Sa4a MOM MR gin Dow Pncgm!� MUM! Vadm ffivu fad Carload Vetmed ar Washing! AOmlad FM Approval A,,,Nd sib& ReNdon 2020 L V. Thompson, Ida. to Tharoson Ardmibehrd Tory Chisenan Zachary R Rical Sawn M. 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Tan Robinson Weser A Tlllt Jr., PE Caegory; shutters (954) SW7545 M44167 akaCahga7- atom Pones lim.lobinso ngla pert— Cm"e KIWO& Evaluation Report from a Floods ReylrW ArchW a a Licensed Floods Professional Engineer fiat 8➢dlMtglKdgm 1 m Gage Gelvrdeed S e1 Storm Pm.IaAfVW Corrugated G.NrnkW Steel Storm Panels retained in not by tndn to eroMte humane protection. 2 24 Gage Gelvenhied Steil Storm PonwA(HVHZ Corrugated GeNardiad Steil Storm Panels retained in not by acts to prwWe hurricane protection. Page I d I IflrMl go lam gOLeND R line Yidudo c YIN" M"M FBCAWro L Anows7da Bapa. John W. Kneznia, PE OBOW020 09NBR020 1O012020 12M52020 Approved (954) 772-BZ24 gwmxAL[mQ Ctiffi[idzwkgmgMt Adenoids! 1, Use InlOd>i Yes A—,,d far Use outside WAM Y. 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Vtdsn License Mdbidldik ysubmitted yaCAanrmel AMA AMIM Affirmation 20m For Industries Jon. Ronoraki Mkn4Dede SCC0-CER FAlemo-Dade8000-VAL 11/05=20 ii)Dd2020 11AI i020 Appraad Category: VAndows (941) 4880100 (785) 315-25M 8.1cidegaW. Single Hong Jrosowsldmpgtindis"Lc Campano Wahod C.F#k b n Men or Listing one ALLE O ISM Bg61NA 2 SH5500 (Loge Ms.se Ypad) MV Bugle Hug WIWav 07I802025 Y. Yse Y. WA Florida Department of Business & Professional Regulation page s al Building Codes and Standards 1A2021 Product Approval Application Detail Cdk grater ar a" Brno go mmk Vgsn Walmlmaeer contact eerasfauoew. Ya6daialSw Yatldld submitted FECAMro1Ml AeamYffi Aimn RWW. 2020 MI WNdoss and Doors Grant skkvw Luis R Lomes, PE &non M. 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Yi[Mm Mamma Sonars eidrmeraua.rM veeddW sr YsWYd Submitttd. "CAganinMI Approved Alga Revision 2020 MI Windmes err Dprs Rant agiag•r Amman Archledunl sonar W Unch, PE 100601120 1 WO62020 101192070 Apprtwed Category: Windows (717)365.3300 Manufacturers, Association (7t7)317.8454 subcategory: Horizontal Slow bs)an"m Wd. Caw4 Wmcs Mehod Crb§cN. Man or Lka.e amdkdm um ARMa1Itd1M.MMt ARRMXRUtWt IM229 ... gtlm AarZMIAL2URdWlM 1, HVHi 2110111111LUM Animists B— 1 Hs ISO Fin and Flange Fresno 73.82 Insulated G... 02/162024 No Yee No 55/-55 Florida Department of Business & Professional Regulation page i di Building Codes and Standards /amen Product Approval Application Dab[[ Sam. 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K ilearl din, PE 10g42020 0912W"20 IOn22020 12MISrm20 Category: Roiling (417)824-SO44 PE-solm (954)772a224 SubCasaory: Undanaymenn kend_edenMtamko eon Compemce Method EVMluaan Repot "M a Floods Registered AMdWt at a Licensed Florida Professional Engineer 91etAtAssrance ARarolMdfg!!t! Moreland for UM lefties grim WA Prods ModeL Number, Wee I, NVHi gYS L Reviewed Pressure 1 TAMK0 Rod UndeMymmts(Hl Rodundedayfwft for on In FBC HVHZ 101182021 Y. No NA WA la).ddlgns. 2 TAMKO Rod Underaymenn(NON-HVHZ) RootunAdaymena for use in F9C nm-HVHZ /011arml No Y. NA N/A )urlsdotas. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail posit 1 d3 Irn2m1 Cads &Akv K g0 g■ onto pew m lint! ant Version llsn[Waer consul 10aImM411gofa VatidW By Vtndd l aLtMLU d 11C Aoorow Awmwd AMYL Revision 20m Sant Roilng Anderson Rohn IAPMO Unaomn Ewlusdon Gary W. yVabler 11103/2020 I11=20m 11v062020 Approved cobgory: Roofing (801) 380-0091 Sorvkes LLC. (205) 8540180 a10CakegoM- Roofing Tors RabirnAnanmMbarU.ce COMMWlhod Evaluation Report from a m Product Evaluation Entity Quality Assuraw" Approved for Use Adrmed M Ur let■d gLi✓n welds HVIC " AWA � 16 Saxony •since, skin. Country awe, sego CM E1m08eh Fiat Profile- Derm+verDemw, CO 122 � Y Nrq Thatch 34nip: mead 17 S.rony SOO - state, shake &amp Spa Shake Fiat Pole - Mooldi'on, CA 121312020 No Y. WA WA 18 Saxony Wo- Shins, shake &amp; Spa shake Flat Profile- Metal. CA 12131r= No Ya NA WA 19 Sol 700- Shake, Shin &amp: Spar Shake Rd Prcale- Sladtm. CA 12/311J020 No Yen NA WA 20 27 spiny 7m- Blake, shine lamp: So Shan 7@)ps Epane / Serc (= pet Fsoae- Rkpo. CA Faye Prose - Key, 7)C 1yJ1( p 19312020 lip No Ya Ya WA NA WA WA 28 Va. LOW PreW - Kay, TX 12731r= No Y. NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOW Pepe 1 a 1 M1101 Sam. �' 9t gar! gEt gnkffierm no lint Vernon mmumarer corad evinwA LJHM Vafldded 8r yg)gdag subnkftw rac AneroW ADOMWO■al3 R.vhlon 20m Alpine Star Lewin ICC Eeudbn S".. LLC WMkm M. Related, PE 10/312020 100=20 11105=20 11,OWD20 Appro eat Category: Structural Crmponpn (321)710-3377 (407)581A917 SWGbpory: Tans Pieta aledaQaldneaw.oan Competitive, Ms$Ht Evaludkn Report tom a Product Elreaallon Entity GuWvAmwa AperavW for Use AmrradW use hunts gaskan Apt BadlatgeeatlRtlm Imgett In Carolina, HVAZ BUIMaM Praw- 1 11 BCGWprn Higher tarernyh (H aamp; 8) Metal Oom.daPlMe I7/312024 Yee Yse WA N/A 2 ITW BCGMpku Hingo Plate Mehl (,—:tor Plate 17a 2624 Yee Yes NA NIA 3 ITW BCGal Tnhn Metal Connector Plat. 12131,711241 Y. Y. NA NIA 4 ITW BCGIAIpin l Wew Mild Connector bete 121312024 Ya Yse N/A NIA Florida Department of Business & Professional Regulation Page I oft Building Cooks and Standards +nr2m1 Product Approval Application Detail ou pow Pliocene am! tfJdm llmlitiam CRRHM VallddW ar y;a w AiOmerg F Allowased AMYL Revisor 202D CAST-CRETE USA, LLC Craig Parnm Wam-Dede SCCO -CER WamFDaee OCCO-VAL 112020m 10272020 11271mm Approved CK02MY: S OUCH 11 CMVWGMS (813) 621.4641 (786) 315.25M aubCbgil Products Introduced as a Result of cpsmnogicadicate.can New Toompbpy IMhod Catlf¢efbn Mad or Listing Antrand 11, Use Approved for Use Wimd glom Prods Irmdd. Noncom or None product OsarkNar I, HVAZ g g olgat Ispeasene 1 High evangel Concha Lkink, 4, S. S. and 121nch inn lint" 0521720Y2 Yes Y. WA WA N N Cn —Cu 21 O L Q. O no Cd no N . "0 EO O C .= ��/J-4� V �. Q a z z w J V� ca'aaa 0 -4--1 CU Cn 0 CL) Cl) e� CC O L— -failialialf CL CL < C/) no O V V C0 m W a Z Z Q J a_ SHEET NO. PA 1.1 N N 2 }' Simpson Strong -Tie Tie 2020 FBC Approved Products Updated 12/3012f120 Simpson Strong -Tie Tie 2020 FBC Approved Products Updated 12/30I202o Updated 12/3012020 L p g- pp p g- pp � Simpson Strong -Tie 2020 FBC Approved Products ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3ru2o29 � Q p � For dred Inks to all S6T approvals listed below, CLICK HERE. For direct Inks to all SST approvals rated belay, COCK HERE. For direct Mks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. /1 For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance #ance (NOA), CLICK HERE. For addtkaral Informaton regarding Florida's Statewide Product Approval System and Mami-Dade County NoticedAcceptance (NOA), r_UC_K HERE. For additional infomation regarding Florida's Statewide Product Approval System and fNami-Dade County Ndke dRcceptence (NOA), CL ICK HERE For additional Information regarding Florida's Statewide Product Approval System and Marts -Dade County Notice ofAcceptance (NOA), rl rrr ucoc, 0 a -CD ^' V W U) }, FL#2355-R7 FL#10446-RS FL*10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3• =3 U cu Cn 91lW and heights ranging from 4-5/16"to 11". Concealed flange sh9f Product Model. Number or Name Product Description JW Product Model. Number or Name Product Description 1291Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O �_ 1 Titan Stainless Steel Concrete S Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH BrickTi� greater than 3 9/16 . 0 ' L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-716 tD 3 Q q S 3 APB44, APB44R, APVBW, APB86R, APBS8, APB88R, AP131010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CSi6, CS18, CS20, CS22 Coiled Straps SH' and heights ranging from 9-1hV to 1W. O F1.0589-RB APVB44R, APVB08, APVB68R, APVB88, APVB88R, APVB1010. APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25SDS Face mount hangers - 16+- CU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Acoents Deck Joist Ties 5 CTS218 Compression/iension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers ICU 0 Sea ff Product Nbtlel. Number or Name Product Descnotlon APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers S_ -0 E O O 1 SD10112DBB Outdoor Accents Connector Sorew 5 APHH46, APHH46R, APHH610, APHH81 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H8, H7Z, H4 (1)18, HISS, H16.2, HIS-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to L L 2 SD9112, SD9212, SDI0112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APLB, APT4, APTB, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5W' and heights ranging from 3" to 10-15116'. N CU 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63SDS, MGU5.25SDS, MGU5.60-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers ('6 � .mow 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brisk Veneer Ledger Connector 10 HSS2SDS1.5, HSS2-2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/1 W to 5- SDCF221134. SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HSTS Straight Straps 1/6' and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22814, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy Taint Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SOHR Combo -Head Screw 12 DS Dry Wag Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3.9H6' and heights ranging from 31 /1 e" to 133/4". 7 SDS25112, SOS25134, SDS25200, SDS25212, SOS25300, SOS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Snaps Concealed flange version (SURC, SULC) available for all double SDS25500, SOS25800, SDS25800 14 FWANZ Foundation Wall Angles 2Xand 4X models; only scuba flange is concealed. 9 16 LSTI49, LSTI73 Straight Straps 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SDWF Floor-lo-Floor Screw 10 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hunicans Ties i8 LTS12, LTSIS, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/6" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MSTeO, MST72 Straight Straps FL*l0007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps F1.010667-RB 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps a*dkL# Product Modal. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Aga Product Model. Number or Name product Description 1 ATR3/8, ATRt/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI38, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA aeries hangers Top flange hangers available in vdths ranging from 1-9/1610 7- 2 ATUD5, ATUDB-2, ATUDB, ATUDli ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BP112, BPI/2-3, BPS/8-2, BPS/8-3, B123M, BP3/4-3, 13PRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21 OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCAZ02-12, NCA20-16, NCA200-15, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1/2, CNW518, CNW3/4, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Fiekl Adjustable Sbpeable/Skowable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUDS8, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3 CTUD98, CTUD99 27 ML23Z, ML24Z, M1_26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8"and heights ranging from 7-1/4" to 241. 8 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Doan 30 SP1, SPZ SP4, SP8, SP8 Stud Plato Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDS, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 56' and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EGS, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1/7. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Rod Tie -Down 34 TB20, TB27, TB30, T836, TB42, T848, T654, TBW, TBSO Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3SM'to 7- 11 URS4 112' Uprdt Rod Run Taclown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-1/4" to 321. 12 URS5 5/8" Uplift Rod Run Tiedown System 34 SrC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 31U4" to 6.7/8" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, WB126, WB126C, VVB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Pane( Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 37'. FL*10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL*10447-115 112" and heights ranging from 8" to 30". AW Product Model. Numbar or Name .Product Description §JU Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8-7/8" 1 DTT2 Hold-down Sep * Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.53, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC109. HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ6, HHDO11, HHDO14 Holed -down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from I-9f16" to 3-9/16" and heights 7/Wand heights ranging from 7-1/7ro 37'. 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1hV to 7- 5 HPA28, HPA35 Strap -style purkn anchor 4 HCP1.81, HCP2, HCP4 Hip Comer Plate 3 HGU3.83SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.82SDS, HGU7.00SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33'. 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC4Z HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/1610 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5i8" to 7- 9/16' and heights ranging from 18" to 281. 8 MPAI32, MPA144 Snap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16' to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PASS Snap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.504SDS, HHGU5.62-SDS, HHGU7.00SDS, HHGU7.25SDS, Face -mount hangers 3-9/16' and heights ranging from 53/8" to 13-1/811. 10 PAI18. PAI23, PARS, PA135 Strap�style purgn anchor 8 LSU26, LSSU28, LSSU210 Light Siopeable/Ske vable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Snap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 8 HHUS26-2, HHUS28-2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/18" to 151. Concealed flange 12 STHD14. STHDi 4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having wklM equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3 greater than 2-9/16'. THAC422, THA426, THA422-2, THA426-2 1/6'to 5.1/6' and heights ranging from 4-3/4" to 15.31r4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- 12 THAI1.81/22, THAl2.0&=, THAl2.1/22, THA1222, THAi322, THA19522, THAI422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSULC) available for all 1/Wand heights ranging from 5-3/8" to 28". 13 THAL42Z THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/16'to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/6'to 32'. 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16' to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 111 Concealed flange 518" and heights ranging from 9-1/8" to 161. 17 VPAZ VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/18" and heights 18 VTCR Valley Truss Clip greater than 2-91`15". ranging from 5-318" to 7-1/4". 10 HUCQ1.81/9-SDS, HUCQ1.81/11 SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SOS, HUC041O-SDS, HUCQ412-SDS, HUCQ5.25J9SDS, HUCQ5.25/1ISDS, HUC0610- ranging from 9-3118" to 13 W'. SOS, HUCQ612-SDS W Simpson Strong -Tie 2020 FBC Approved Products Updated 1201MMD For direct Inks to all SST approvals listed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and MemFDede County Notice ofAcceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9M6" and heights ranging from 5.3/8" to 22 LBAZ series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 9-3/16" to 13-1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 9" to 34-1/7'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/Wand heights ranging from 9" to 32-1/2". 25 NOT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 9-1/4" to 24". 26 PF, PFB, PFDB, PFDS13 series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 33/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16' to 7- 1/8" and heights ranging 9-1/4" to 32". FL01t860-R5 Aw Product Model. Number or Name 1 ABA44,ABA44R,ABA46,ABA48R,ABABB,ABAeeR 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-8, ABU65. ABU86, ABU66R, ABU88, ABU86R,ABU1010,ABU101OR,ABU1212,ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW88Z, ABV1/66RZ, ABW7-7 4 AC4, AC4R, ACE4, AC8, ACBR, ACES 5 BC4. BC46. BC4R, BC6, BCBR, BC8, BCS2.2/4, BCS2-316 6 CB44, CB46, C848, CB66, CB88 7 CBSQ44SDS2, CBSO48-SDS2, CBSC WSDS2, CBSQ86SDSZ CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPB44A, EPB44, EP946, EPB88 12 EPS4Z 13 LCB44, LCB85 14 LPC4Z,LPC6Z 15 MPB44Z, MPB68Z, MPB88Z 16 P844, PB44R, PB48, PB68, PB66R 17 PBS44A, PBS46, PBS56 18 PBVf PBV10 19 PC44.16, PC48-16, PC48-1 e, PC64-16, PC66.18, EPC44-16, EPC46-16, EPC48-16, EPC64-16, EPCW18 20 PC47, PC4RZ, PCBZ, PCORZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z, EPC8RZ 21 PPB44-4Z, PPB44.8Z 22 RPBZ F1.*1066645 ¢gy"jj Product Nodal. Number or Name 1 FJA, FSA 2 FRFP 3 GH48-8, GH48-8, GH48-6, GH48-8, GH410-6, GH410.8, GH88.6, GH68-8, GH68-8, GH68- 8, GH610-6, GH610-8 4 GLB5A, GLB58, GLBSC, GLB5D, GLB7A GLB7B, GLB7C, GLB7D 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT4, HGT-4 8 UFPI0.SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post cap Post Cap Embedded Column Base Embedded Column Base Bored column caps with W1 ranging from 3-1/4" to 9.1/2" and W2 ranging from 3-50 to 7-1/7' Screwed column caps with W1 ranging from 3-1/4" to 9-1f7and W2 ranging from 3-&V'to 7-1/7' Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Postcap Post Cap Post Base Retrofit Pest Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Rebut Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30l2020 For direct Inks to all SST approvals rated below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice dAcaptance (NOA), CL Ir_tr ,HERE FLIM 146&R5 AMI Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRSS, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGQ3SDS4.5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SDS6 Joist Hanger 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FL*11473-R5 Jid" Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H10, H18S, H16-2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM1Q HMO Masonry retrofit contractors 7 HHETA1e, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirdarTiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWe, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FL*11496-R5 §gy,g Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, HD5B, HD7B, HD9B Bored Holdowns 4 HTT4, HTT5, HTT5-3/4 Tension Ties 5 LTT19, LTT208, LTTI31 LghtTension Ties ig,)j; Product Model. Number or Name Product Descrption 1 SB5/8x24, SB7/WX24, SB1 x30 SIB Anchor Bons 2 SST818, SSTB20, SSTB24, SSTB28, SSTB34, SSTBW, SSTBi 6L, SSTB2OL, SSTB24L, SSTB Anchor Bogs SSTB28L FL*13972-R4 Sea * Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, C618. CS20, CS22 2 HRS5, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA16, FHA24, FHA30, MSTI26, MST138, MSTI48, MSTI60, MSTI72, S/MST27, S/MST37, S/MST48 3 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LST149, LST173, 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, ST6236 11 MTS12, MTS18, KITS18, MTS20, MTS30, MTS24C, MTSSOC 12 SB1.56, S/81.81, SB2.06, SB2.37, S/B2.56, S/B2.88, S/83.12, S/B3.56, SB3.62, S/B4.06, SrB4.12, SB4.28, S/B4.75, SB5.50 13 SfBA2.1 Z8, SBA2.12110, SBA2.12/12, S/BA2.12M 4, SBA4.18/8, SBA4.18/10. SBA4.1&12, SBA4.18/14 14 SfH1A 15 SfHD8S, S/HD8B, S/HO10S, S1HO10B, S/HD15S, SMD15B 16 S/HDU4, S1HDU6, S/HDU9, S/HDU11 17 SOCT, SMJCT Product Description Coiled Straps Straps 97 mg (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 ga) Bridging Connector Lateral Tin Plate Light Twist Straps Snaps 54 mil (18 go) Straps 68 mg (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12O 2020 For direct Inks to all SST approvals listed below, CLICK HERE. For additional Information regarding Flonda's Statewide Product Approved System and Mari -Dade County Notice ofAcceptance (NO I. CLICK HERE 18 S/LBV1.56, S/LBV1.81, SA.BV2.08, S/LBV2.37, S/LBV2.56, SA.BV2.68, S/LBV3.12, Top Flange Joist Hangers SA.BV3.56, S/LBV3.62, S1LBV4.06, S/LBV4.12, S/LBV4.28, S/LBV4.75, S1LBV5.50 19 S(LTT20, S/DT72Z, S/HTTi4, HTT4, HTT5 Holdowns 20 S(MST60, SIMST72 Straps 118 milt (10 go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC TrussClip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector F1.*11310104-R5 JW Product Model. Number or Name 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCQW.62-SDSG, CCCQM4.62-SOSG, CCCQM5.50-SDSG 2 ECCLQW.62G-KT, ECCLQM4.82G-KT, ECCLQM5.50G-KT, ECCLLQM03.82G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUW.25, HGUM9.00 4 LGUM26.2, LGUM28.3, LGUM28.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, LGUM210-3, LGUM2104, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12f11.25, MBHA3.56/7.25, MBHA3.56925, MBHA3.56/11.25, M13HA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56/18, MBHA5.50/7.25, MBHA5.509.25, MBHA5.50111.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50/16, MBHA5.50/18 6 MBHU3.589.25, MBHU3.56/11.25, MBHU3.5&11.88, MBHU3.5&14, MBHU3.58/16, MBHU3.56118, MSHU6.60/9.25, MBHU5.50/11.25, MBHU5.60/11.88, MBHU5.50/14, MBHU5.50/16, MBHU5.5W8 FLX13975-RS Sag # Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW226W, SDA02634 2 SDWC15450, SDWC15600 3 SDWH19300DB, SDWHi94000B, SDWH19900DB, SDWH19800DB, SDWH19100DDB 4 SDWH274000, SDWH276000, SDWH278000, SDWH271000G, SDWH2712DOG 5 SDWS16212, SDWS18300, SDWS16312, SDWS16400 6 SDW'S19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22800, SDW822800, SDWS22900, SDAMM1000, SIYWS221100, SDWS221200, SDNS221500 7 SDWS22300DB, SDWS2240ODB, SDWS2250ODB, SDWS22600DB, SDWS22800DB, SDV,A=l 000DB 8 SDWrS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, SDVVS271000SS, SDWS27120OW 10 SDWV13400 11 STN22 Product Dissertation Masonry Pier Caps MasonryPiar 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 SOWH TIMBER -HEX HDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Inferior 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#15363-R3 caw x Product Model. Number or Norma Product Descnptlon i AS 18, AS 1835, AS I BS8 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 FLOIST Sea * -R4 Product Motlel. Number or Name Product Description 1 ET•HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPW75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated t2/30/2020 For direct Inks to all SST approvals rated belay, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST82, STB2-48S, STB2.86S) Strong -Boa 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless at", or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (rHDB25158RH, THDB37158RH, THD37212RH, Toren HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL016230-RB AMI Product Model. Number or Name 1 AT-XP 2 Er -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 8 Titan HD (rHD-H4SS, THD-HSSS, THD-CS(ISS) 7 Then Turbo (TNT) Ft.*16937-R3 ,':W Product Model. Number or Name 1 X34B1016-5K, X1 S1016, X1 B1016.4K XQ1S1016, XQ1 B1016-4K 2 XLQ114T1224,XLQ114BI224.2K 3 XMQ11481224, XMQ1 14BI 224-2K 4 X0114S1224,XQ11481224-2.5K X114S1224,XQ1I2S1224,XQ112B1224-2K 5 XU34SI016, XU34B1018-6K FjIRi5320-RO Sea * Product Model. Number or Name 1 DSSCB43.5, DSSCB46, DSSC848, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHS03481016,FPHSD34B1016,FPHSD34B1016-5K FPHSD34S1214, FPHSD34B1214,FPHSD34B12145K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25, MSSC225, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCWM, RCKW5.58 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 8 SCS32597, SCS82-5/97, SCS82-51118, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH78BI414 13 XQ1S1016, XQ1B1016.4K, X01S1214, X01B12143.5K, XQ78S1224. X078B1224-3K X0114S1224, XQ114B12242.5K XQ112S1224, XQ11281224.2K X34B1016.5K X1S1016, X1B1010-4K, X1S1214, X1B12143.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Mete] 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 05 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point #10.18 Strong -Drive XU Metal Sell -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fliced-Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wag Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-d-Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws a� 0 0 W U U) Tf 0 W cu O L Q C U U O L V ^ V! `MU W LiJ Z Z Z Q J a SHEET NO. PA 1.2 a lb