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HomeMy WebLinkAbout39858 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foott Feet REINF Reinforcing BF Bifdd Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BL or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW LW. 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. Bo m__._--- GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KUM Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mir. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubtshower) DTL Detail MWor 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 PuH Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Will Wood EXP or Exp. Expansion PL or P.L. Parallam WM HDR or WM. 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 (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-19-20 5.0 FBC 2020 CODE UPDATE . vi v� •�nNL.. �_i Irt PLY !/I/rrp ri-no-s �R i CODE`. '=LC ^ ifJr; = t ; iltLt ;v :.,v .! ING IATiON.Ai Cam. • r ..,.E ADiNANCES 'r`Hii_LS REVIEvv nA T� ly42 PLANE E' �i-; Y r . - 1 "Alt EF R' 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS 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 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. IwN',`�ftff�i Qi, OI �y,1:' < tM G • c� IJ� P E E.Z.S t'/t!€ilislEltt���'` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ao E �L ono o r>$ �pa�pSas N N do r C 0 .5'n� # J �j J LL ve", w yit rn r- rn c LL w a °13 a rNi LL ii 0 rY� 0. 0 � _ Z m `°' 0 O o�co WrR�c'°' L O -J ¢ a Z N Z LL 0 U a QQrn O U N Z O W ❑❑❑ z N fh z � � J z N N TfQ - u- 1'C• N a V Clo O W s N C N �N r w r c¢ M 04 � M w E� o =o �° £z __® ° F— <o XV V Kr wWO oU V� O E N T�o 'Z °d o �Z rc� wm r0 f 0 zZ ZC40C ow go W Q 0. a ww LL y WWZy Q < a tom° zli ? U3 LaL J L � W � C9 \ .� 00 U CY) > U p T 0 a ^C' c C7 mO CO W = 0) N T (0 T- T 7— 00 M 00 E E M N T y r ° Z c E O m c n U Q p JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 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T-6" _c fnw N , - _ T SI K w/ ISP TILE _ I I D.W. j o0 L _ _ _ J _______ C = _ _ _ _ _ _ _ _ _ _ _ b - -- _ - - -- ------------------- IU1 I L--- i I I 6-10" L 4'-, INS 1111111111111110 = r I "' I I I 23'-8" n - - - - - N -------R&S _ 2668 `-�� _ 2668 T _ I r� ' N IN R&S HDR AT T-4" 3'-10" 7'-8" 10'-10$' � - 6„ OM N TYP @ 1 STORY 2:12 VAULTED CLG. r: I U) FAMILY RM I 9'-4" CLG. j CARPET 4'_0"I IA O g,��, CL' 3068 (3) 2x4 92 SPF w/ K DTT2Z @ BASE CC D S3 S3 S3 I I NOTE: FINISHED WALLS TOBE �FLUSH. VERIFY INI nFIELD.AS IIII► 1 I I I% I I I I I I 0 II %11/ I II► 0II ,O I C, I I = I K I O I S3 I I p I EDGE OF SLAB 2" I I BEYOND WALL I x I 20'-�" I `�° B t i ENTRY o 8 -0 CLG. = _ O in o o $ = R.A.G. n T 60"x36" SHOWER 1 = G- IIIII I I I I I I I I I 9 EAHU OPT.-D 00 00 G 3 1 T-8" (3) 2x#2 SPF w! SURROUD i? <" ) R&S ________N HANSON BOX @ 36",* A.F.F.- DRYER VENT THRU ROOF 2668 7,_8„ 2868 6-4' $2 3'-10" '-1 3'-0° A rn w �W ' 04 OWNER'S SUITE-� -_, 8'-0"CLG. i B CARPET „5-SH C W.I.C. ��F 8'-0" CLG. CARPET 2 CAR GARAGE 8'-0"CLG. 2,„ � BUILDER TO PROVIDE APPLIANCE W.H. PROTECTION N WHEN REQUIREDLv�JJ PER FBC ' I I t I I I I I T----------- I I I I I I I I I I I I I I TYP @ K GARAGE OPENING - '-0" CL ��TT ' 611 DPr -------- R&S --- T 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 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25 S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 18}X71J S.H. 11-12 271/4X26 26X25J S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 4 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 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 } X 621 /2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J 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 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AD +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 ( +26.6 / -33.5 GG SEE SN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL A H•B4 BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 14n=1 r-0" (GARAGE / LIVING) , , v, U ,�o FU®�'� 0FE 7l �7�r1lttlll141°'i`eti�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drewings 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 a 0 E co o c8 V C N yC J LL 0 U- a he .4COCJ coLLU- a W O Z_ t@°'0 W C4 aO� 1 d ¢ Z L a Go Lr)z; �z z Lo 0 a N Q U U J rrn Z W ❑ ❑ ❑ � Z N Z a z �a (a U c" w $ W j� 7'r• 0 t1'1 L" c u � a c S N W LL o wa � Q E E UJ biz _ _® V - J RUUu &a o Do o z m N E i ao xz w� .�-. �� - o y8 m a oz > z J as �i N o z ao W a U 3 as Nw xG }_ MIJa o w� za �3 J �� L � e c� O 00 Q C Y O O m o(0 = T00 N T 00 co T E M r 0 Z E C)�+ B «3 a U Q p JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 1 � i , v� w � ces•,e�nl�� � e e�le�u. . VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESI it / w oc MEDICINE CABINET 00 `r CC v O; O; M M M M KITCHEN ISLAND KITCHEN I [M Q fV 4 M OPT. REF. KITCHEN I I I I I I i I II — _ L I I I OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL i TOILET PAPER HOLDER CD CV IM1lM19" SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w o- H SHWR. o VALVES - w o 00 1 CO SOAP zo- 50 o DISH U LO 1 `O o - 1 M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY O r MIRROR N i O 00 O OWNER'S BATH i O co INTERIOR ELEVATIONS_ 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x BRACKET 15 H BASE O FINISHED CABINETS - o COUNTER TOP 11 30 H BASE 0 00 LL [in a CO 0 2x r a L? °O FRAMING 1 � 1 1 r C'ri CO 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - 1'-211 *0 0 0 T 1 � 1 M 1 CV N CV FIN. FLR. _ III ILE PLATE' ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=V-0" • _ U�/ OF ~' % r»� 5� `a:19q, � F L •Q ` 0rt rt: t 10�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ANOQ M 8 �ffip ik a C J LL 0 FWD to it V; W �NO� a yMtt : Y J LL LL d z Z —arn O 2pa O� W � •� C r O .� � 7• usa . N 1YD0 MZ ZOU rn W ❑�❑ (D z 04 z � z J 13 V)�. T+-j 0 C—/3 W C O p W 8 Ly N U_ a CSU C • Q M w o og � 0 zo Q o E (7 —E zo 0� oa w� SO os o� z O N :�o ao ao �z az m� N U �z z Q% J mJ Q W �y o z o co ¢¢ zl< 0 LOcc J L c > 00 U C) a C i— Wa, o T (c0 = di ■T� O N f— Lo T i OO 00 rn C° T m co') Z Z E E d w co JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 2 Co d iu x rn 0 0 12 - `� ■■ MENNEN ■ ■ ■ ■ ■ ■ ■ ■ 1' — - • FINISH ON 000a0000 ■•- .- nr� nrn nnnn - 14'-0" RIDGE VENT 12 5� FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 12 __115 15'-0" RIDGE VENT 0 ;t N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS T.O.M. ---------------- HDRHGT. IT-0 TEXTURED TEXTURED - CEMENTICIOUS CEMENTICIOUS co FINISH ON C.M.U. FINISH ON C.M.U. ip (TYP.) (TYP.) ----------------------F.FL. • LEFT ELEVATION - Al 1 /4"=1'-0" N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. Q G� > W LM FLO ��j✓�,R0rE SS10N�\\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q apM� E N J 0 N {{pp N 6 rn eo a � U. u-a w 5c 0 0 Z t m ; of 5 Wco m N W O ��O'O' co Q IL. a MZQ'y0 V rVn ZOU W ❑ ❑ ❑ Ur z_ t z Z J tv z Ur w W G>Ln O W 8 YZCA M c y a® _ _ 74 w M ° Z' rJ, s; - > - 'aR =_® Q o E E U - '0 QQ ° oa 00 � ° Z O E iCD 04 03 �O ao o d2% rr� '0 • r0 ' o �Z ZCO 0) J Fw ° a w s Z z i�o 2.ao =m rg- J o o w o 0. co YN 0 3 O i j L6 W C9 .> 00 U � Q U > p T L T— 70 ca r = Q� N 00O T­ Lo i 00 00 CID T cc T coN r o Z Z Q E a U � Q a � JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) p TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) —� F.FL. -10" , 6'-0" 15'-0" RIDGE VENT 12 5� EXTENDED OVERHANG Tl BE CENTEREC ON DOOR 12 zz:::�5 REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" T.O.M. HDR HGT. 0 , 0o co ZD F.FL. 12 �5 RIGHT ELEVATION — Al E: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH"* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. NNE` IV SE i 1 � � `_ U �O � C2 ` 0 'QO F E S S \ O; �\\N \ ��IlJflll{Ill' 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a In o U N N 6 � J c J c` Svc ", p dJ rn w rn r-- r- ;R -r w a v lL a Y aof a'i MULL � a W � �o i J W �'M� rD m OJ M rn a k a Z LL 6 00 a N M Z W N p Z Z p V <0 M 0 D❑❑ 0 t? z N � z z ty � z LL 0_LU � � fl3 w � U 0 N W ILA c U) U 8 —_ U `R _ • rr CD N M � o � Zw Q � E E g Ze Q 8<. H ni R� Co.oLL Wa o Zo CV w $o W. L _ - C a O �8 '0 gLL >Z Z fn d ~ow o =O 5� W CL z� �W CD0J O a F� � �I �x d °zR $ 3 U - m W 0 ` O 00 Q C > O 0 w, ° m c 0 0 W T tLD 0) N LO N r 00 000 T Eto M r Z Z c `—° E O E N a o U _J v m Q p aci JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-1011 12' CAP = CAP 2" 2" *NOTE: N 1" RADIUS c) iv FOAM TO BE USED ONLY WHEN 3 1!2" RADIUS 1/2" RADIUS 8, 'O REQUIRED BY =,N COMMUNITY ^ _ 3/4 RADIUS iv 00- SPECS. IF NOT, N CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" n CO BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES qc;" 41 1'-0" �- OPENING VARIES 1q» - oil 22" VARIES 12" VARIES N SIN 1" 1'-0" 1" 1 1/2" RADIUS 2,� 4" _ 2 1/2" RADIUS 3a a Z A � t io �� VARIES 1 11' N r ^� W 2, 2.. BASE BASE a 4 1 1" a • CV � N 11 N N . r- 1 O *NOTE: VARIES 8" 2" AM FOAM TO BE USED 3„ ONLY WHEN io REQUIRED BY 1'-6" 6E COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE BUILT W/ STUCCO. 24» • EDGE NG „ OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, Q the structural plans and specifications contained within these CV drawings comply with the 2020 Florida Building Code - L 4" L 10~ Residential An Edition. Engineer's signature and seal is only for the 1 0" 6" Engineer's signaturenral ds of the drawing Pages bearing 6 >Q Q> .=—= ',5V .WF•UQiNy NoO@o_ZZ� cIJary v rnfC ❑a�Oc� �J�aW� ❑�iLLJo 421„ 'co" Lo 0 2 G NOo�LL =N 0I 4" fo U¢R' 2" 4.W °Z GoN z ZNMV o W 1-1/2" THICK 31' z 214 2'-4" " 4" 511-5' 5? 54° 1'-4" 3" N0 00 N CID VARIVARIES 0Luc N � o N W Lu t VARIES VARIES c Q _ 4"8 1,. 1 �� r w U- z 7d N I --------- N �1 +' I I I I E o LL 6" 4" KEYSTONE F11 0 00 r i w o KEYSTONE F11 iv iv OPTIONAL OPTIONAL U U U o 1 Ov F� Wa zp 00 I /� _ _ o a o f 0 o a ol -� 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4 .� ro `° �t R4d� 3 N rEo o w ro Z �Ngz 2.. �M 2 NO NSTALL OVER STONE, TYP. O Uj J Qw = • FIN. TO HAVE TRADITIONAL aVARI w W LOOK & SMOOTH FINISH v 3 Q o G • FOAM/ EPS MATERIAL IS a LL ACCEPTED o w I= a co NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 1� 1» 2'-1" 1-4" c 0 SMOOTH FINISH 14' 1-6a' 1a' 12 J f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 5 " > L o 4" T-0" 4" 1 ~ 10" 1'-4" 10" T o N ■ 0O 0 0) oo - T N C V mil/ 0 E d. f0 r ai 2 C T— oo <V TLo i 00 0�0 r E M N o 00 0, • W E O h ` ri c+) r c 6 T r— Z Qj c .Q d U -j Q 0 7te JOB NO: 21-1071 1 SCALE : AS NOTED SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 Is ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 111 #14 copper to lights & outlets NEMA 1 150 AMP/ 10 #12 copper to 20 amp ckts 200 AMP 10 #10-2 copper to WH _T 010.3 copper to Dryer 0 or 4/0 SER Alu 200amp 150 amp UNDERGROUND sconnfE POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING UNDING 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 R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PEFG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH _T4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT WIP GFI DISC. H.B. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nnn t mmr1c SCALE: NTS BUILDER , •• ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" N 0 N CID 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, H a o E O M �j N N co J 4) C rp J LL u� LL 2 d: Q fnNC� LL d M Y LL LL C 0 f9 Zy 0 ° tag co m 0 J W ZN L Z 00 6 _j n Z a: N p M U U O U tq W O0❑ 0 Z N M z S Z � J d N Ln Z In U rn w —� O 8 to I ^ (1' c N = y ® U d ty �— E 8 U • a S o W rMi = , 0, 2 L Ea E � So - Zo E: U n3 O E aI SO ¢Z O N t a: az coo �o W2 aM C - N �`d' mo iZ Z C:3 J aw s Z w o1 Z ns W � 3 W' =WZ CD Z (=70 a x 5 01 3 �L J L rn m ^, W � c� .> 00 U 0) �1 > O T O Q C m CD o (V00 O Lo i 00 O0 Q M T E m N y o Z Z E O N a3 c ti c U J Q Q J JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 4 9 N N 0 ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated.Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SPACE SQ. FT. SQ. IN. of Provided by Upper —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SQ. IN. of SQ. FT, Total SQ. of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) ventilation of vented IN. of vented be provided . . SQINof . . SQINof (See ) SE OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA /UNIT required soffit ventilation soffit by upper Ventilation Ventilation ■ SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. needed required • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) Main 29 1 Floor 2373 2278 325 1139 81 570 (Zone 1) 435.0 138.0 "NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 573.0 ROOF PLAN - ELEV-Al SCALE: /4'=1 r-0" Q V — a �. 5 E L0 *'8 a R0�ESS10'a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q n a0 g 8 �i rt N J U. 7—o00 w ;'k LL W N N O LL a S a =JLL aW LL Ti Mo L ko0 4 S Z N m of � Aia 7' us Z a N MZ y O O U U_j N W DOD (D z Z n J tl E3 ''znn CC V O 1 lMe �U N LL O—� W 8 in c ?_ ' ® L _ m $ 8 t • Q w r` w M Z �d 0 w o u 2 Q C) E V I_ ro ol U 0 o cc O C N (O °ems �i a wS oa az w w L r0 Ada x w m F O �` y8 gz '<W z in ow iz o ff U a W W J o Z w w �I0 � a� o u3 �L J m A, W @ c7 > ■_ 00 U _0) oo­%. Q C > O 0 s m W C r co = 14, T 04 r Lo 00 00 co N r o M T M Ni r 2 Z ON E d d U ,J Q a J JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 5 ttttoi I MI 3 3 4 S rn 0 I a ZW rn cc S rn 0 0 i i to N N i c 3 0 E 0 2 .S 0 O a C c v H.B.+ A TYP @ 1 STORY S3 U.N.O. no .......... ........ .............. ...................... . ...................... Cl)................ 1 , 1 s I — — \ 16'-0" 21 6'-10" . ' ..... :: \ Ii I ■ :: -31 /2" \ 101-011 I I O I \ \ \ SINK / DISP inl \ I \ \ F�— o in L S3 \\\ I I D. W. I o o I I r I \ \ II I I} 1 S3 N Lo STEPS AS \ \ CHASE TO IS 4D— PROVIDE 1 Y" RECESS \ \ CJ L — — — — — — — — — — — — CJ OPT. T C 1 CJ : \ REF. I I1 o { I I 1 CJ - I I ■ TYP @ 1 STORY U.N.O. T REQUIRED FOR SGD. REFER TO \ 10'-104' PER FIELD MASON'S SLOPE FOR \ KITCHEN ISLAND :: I :: CONDITIONS WIDTH \ILOW WALLS I • ::: .. I 4'-0" I \ \ 16-10" -12'-10" 0 INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: ::::::...... ..... ::::: ::::::: ■ ■ ■ TYP @ ALL PLACES SHOWN I \ \ I TOP OF PAVER T BE 4' . ■ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED \ \ \ HVAC CHASE BELOW FIN. 0'-0" \ N. FLR. VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ I STEEL" \ BASED ON SLOPE FILLED CELL PROVIDE J2" x 9" I \ LOCATION I RECESS FOR FRT. OOR M I L \ 2'-6"x2'-6'X1'-0" FTG \ 25'-1 n 4% W/ (3) #5 E.W. 4'-4" `r' •=1'd - - - - ---I- - - -�I r - - - ' IT A CJ CJ \', � \ K ( 2 #5 REBAR ) ao TYP @ 1 STORY S3 C \ I C S3 I _ , U.N.O. Ak S3 -ri VERTICALS w/ in I I I AHU I I FILLED CELL - 2'-6"x2'-6"X1'-O" FTG N :: .0 _ W/ #5 E.W. T-1" 1_ " x2611 x10 1_ 1_ " 26 W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/in (3) G PoT. -3 1/2" I I i S3 OPT. D SL0 I FILLED CELL ^ �— . ■ I --------_MV-10" I O'- 3-5'-3 ' I 1 • • II O I ■ — CJ 3-1/2" MIN 3000 PSI CONC. I I ' 2`1- T-10" 1'-I': EDGE OF SLAB 2" I CD SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY J N 3-1/2" MIN 2500 PSI CONC =� K SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER r 35:-4"IIA 20'-6" ■ I I BUILDER TO 0'-0" I :: I : : ' PROVIDE I (2) #5 REBAR I I ; APPLIANCE VERTICALS w/ in 4 -0" 12 -1 ' : O PROTECTION FILLED CELL WH• ZD WHEN REQUIRED o o PER FBC ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5'- A S3 TYP @ 1 STORY U.N.O. H.B. 7-1 8'-6" C' FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF v w g CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •,� Lei, -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Aftemate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ��O 4'!rty r�pr �`•, ® F 0 •� pROFESVO'a!^ \\� 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. v) H �8a �e 0 tip O .-. aD •7 N ik LL W M �ru7`r`� w a u. a Q NMa YYn LLLL aw J5 o Z r oNa 11 0f •i9 J OmO Z o9m� OO MZunW yZ ❑ ❑ ❑ z � 0- Ili QE3J - N C, Z -8 U 5 4-J (� N LL w c ca 0 Lu 8 N U U � � Q � 0C e, S co W Z cop E � :g 4 z• Q E o V 0 w a � U 0� d w 0 z¢r 0. O iV L az yo O� WZ �W w ro - C �o � y� �0 0 Oz >z z �b �Z 2 N { $ Z a0 O u� �2 �O x CC) �L J L Al W to c� ._ a 00 � T- Q C U c O m O _ T C14 0 LO r Lo co M T N rri r o Z Z E O ` v 0 a o JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF 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 AO HIP -35.94 -49.57 -49.57 -49.57 1 0 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 1 -78.58 - ----` ----- - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I oT- ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ( Pf I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O I SHINGLE: 346" EXP. 1 (2%) or IY32' EXP. 1 (32/16) ! TILE: 1V32" EXP. 1 (32/16) I r I NOTE: I La- E 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ,�,a,�,a ` �L 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft 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. J O a E 9 A 0 UPLIFT CONNECTION CROSS-REFERENCE MARK Q SIMPSON STRONG TIE CONNECTOR SYP CAPACITY SPF FASTENERS USP MANUFACTURING, INC. CONNECTOR SYP CAPACITY SPF FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ 06) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080" --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 " 1720/3125 " 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ) 16D SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4'=1'-0" � �: U n Q``d• fi'jA�' OFE SStiC`�P `\\ To the best of the Engineers knowledge, Information and belief, the structural plans and speatications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the sbucturall engineering portions of the drawing pages bearing Engineers signature and seal. r• a 0 � E co N N 8l J C a LL LL �~P� J W 0- LL M v Y a y C �LLii a o Z % . Yg WO 7 F W" _ 7 fO C-4 W m 0 J Z a N M Z W 0)p OV UJtV Z ❑�❑ W U z z z Z � U 'L (� U cn w f O— w $ f✓7 c d C� Elmx (J � 8 c CD a w � o zM J � a ZO � _ zu Q O E: U N H Oa curia O z O ¢ Qz Oad Wz N ` wo ao aw _ r9 =C �o asi i1' 0 r z Z Z 2 C oa Z go W � 5 a az o w w za a U3 �� J L W @ c� .> 00 U O) Q C 2C) a m � CO E f _�� T N �LO T i 00 Oi 00 0 N T E cc r M r Z c E O E H ci c t0 U 0 ''a m Q p a)a JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 7 I- II I IT_ F' 'I' IT '; n1l 1111 I' Cl 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MMUFACTURERS: CASTE-CRETE, QUALITY, LOTTS o •�,o o ,O o 0 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T VV ::: R4-1B3/11 O O •.�: U_' L O O O 88RF14.OB/1T 8F16-0B/1T 8F16-1B/1T ® 0 © ® 20-0B/10T 8 FORM dr GROUT SOLID o �w r �U O #5 BAR CONT. 8F12-1 B/1T (0 V LINTEL DETAIL SCALE = N.T.S. N EM Mo On E E =I on 00 on Im on ON TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINA1 QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MIN.REBAR1) MIN. AT aD 1) REQ'D LE4R ALTERNATE POWERS STEEL LINTEL ° C7 ° 1 q .M.U. #5 REBAR AT TOP ul e° MIN. (1) REQ'D ° d 1-1/2" CLEAR z GROUT a rn F 5 REBAR AT 0 rn w = BOTTOM OF i z W - 0. u4 O_ ° LINTEL CAVITY V Cn \ _ZOTTOM G (rd $, REINFORCING PROVIDED IN Q O Z o w In p - 7-518"ACTUAL 8" NOMINAL WIDTH LINTEL W R 15 REBAR AT BOTTC +IV INDICATED (VARIES) rn n ¢ 3 °S MATERIALS cTP precast = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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 manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementMuos 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 5-10" LL LINTEL PLAN - ELEV-Al SCALE: 14"=1'-0" �tz0 L•J� ��� ���°�� F L- 0 P Q F E S W Ot' \N � 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. a 0 r` E 8 V O J m co LL uw Q '5 ,; °Q - �nriou- a a LL LL d O Z Mg°' o Cg Lu O W 22t.rnrn ¢ < d a Z Z 20 N rNZ Ito O OUvJN W ❑ ❑ ❑ U' J �4-J Z � U' 8 a 0 LU 0 �0 w g C N asw� U L S U ._ a N W Cl) E o g� oo ZO Q O E: U I� n} ui a10 RU.0 oa wK tt¢zg 7a�W0 O d E8 ao� aZLp OE - � � �x o O $Z Z �N J N N �b o O <W s� 0 U Z W � �W o LL w �o zJ0� Z 3 J �L L � c� �- 0 00 It1I � 0) .-. � 2 O a C in0 CO I- o f co T- V/ ,it= N 00 O r Lo roll,i OO 00 1� M T cM N y o Z E O a 0 � ¢ o � JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. 8 rn c� rn 0 0 a til 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 A I N LONGER BE AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CC -C) WILL O ER W 0 G 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. 7.4ONE 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) AC1530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" Y2" 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL 140 MPH + 29.7 PSF 2.2 PSF (INTERIOR) U.N.O.. / -3( RIOR ) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. GARAGE DOORS (V =140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE GREATER SECTION PROPERTIN IES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W' 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTMA500,GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wlthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed be�ore extenor I treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318.1.6 - An extarior vgrtical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil) disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. SE •� �- ul U i F L �O F E S "Q ` ///1` \\\ ftEi1€ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W CD # Q N cs p, M C J ll CC) LL a tl0! <'n ill Q C7CN 0 LL IL U! u- a 5 � o Z m ¢ W d cc 0 Z N M Z W O ULLa pV U� 9) Z W ❑ ❑ ❑ C N M zD_ z z J a - N N z o o LL 4 N t'o w W V p 0►Ls IN Ly N A. (FQ •- r'n U � 8 C) • Of CD w M _! o z g Q I.L E `� o Zo -° Ze cu U o zr °wo o� Z N L az wo a o WZ r4.. • to COc - C � o �8 m 0 F o gLL >z z ro J a fz N ,z °o Z a0 �w W v y'z` � o _ c� �'o 5 coi3 �� J W ^' � >W .= 00 U 0) i� (1) > kYj 0 r W m � r C = V/ N T rr / 00 0 1 O) cv ' E T M r Z E O yc E a; a. U _j a p JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. SN 3 Cm rn 0 N 0 CL CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.811.7 � panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1 /8" gap FILL CELL co w cc CONT. #5 > STD. 900 BAR I HOOK STD. 90" HOOK BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max } Small gap 4 max. Clinch nai when possible 4 Is 1) Support back of web during nailing to prevent damage to 77 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2" min. 4" max. 2xrequired when indicated or _: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column wi lnmria N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff 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 1/16 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0" - STUB -OUT FOR 0 o 0 0 LO GAS METER � U CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "`ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam .l Boise ^ Joist Blocking I Icta " r1 rlrn nails w All n r Provide adequate bearing J for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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.* Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate 9-1/2" 11-7/8" 2-8d 2-8d �8dBCI5000s 14" 2-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" BCI605P 1 14" 16" 2-8d 3-8d 2-8d 5-8d 2-8d 6-8d 11-71 " BCI90s® ! 14" 16" 3-16d 3-16d 5-16d 5-16d 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. �GIRDERTRUSS F� _.. r 2X TOP PLATE 5/8"0 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 )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION =Mzz. Joist pa!_ When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset " Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 777-75 . ■ • 6A 2" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL O Backer block (12" wide min.) I_ Nail with 10-10d nails.►— Installtight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR - °• • e . - '• . - FOUNDATION INFO STEM FOUNDATION \V r—GRADE _ nrwr nrr nwu \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /1/4".2"gap— rx Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ~ 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. rvk, k.nrkx % rvk' SLEEVE THRU FOOTING MONO FOUNDATION 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" v CENTERED @PIPE PENETRATION .4e ' 4 e ° A. FINISH GRADE TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE e SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE q ° d e ° CD Z \ • e • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE G °e. Al °v G A d ° ° ° e ° SEE FND. PLN. SIZE & REINF. t�;Itillli!/t/f�P��A� ,S`N NNN � (� VV/V sf� •�•• V 1 .` call` -_• a� 2 '0 11f,r11111111100 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 a ,p n o Lo O N p� J N O C J LL to NNoR LL a a y' v Y u- u_ 0. W J Do�cc Z rmfo0 5 °moL4 oC W ;L,g00G jO' ¢k Z L L LO N M Z coO V c¢> Zp W rvn DDD U cn L z N z � z a 10 z40 U C1 ,vl � g LL 1 f0 u Uc8 w � � a ILn rn rn U Q Q se w roi M z O z o'_® EE O H t9 Fi 5z Da � ° zo o NM H °m WZ C40 (, Z Q) Cq J as sZ N Q pp Z ao �w W J o w I6 Uo3 �L J a" rn B ^' W � �> 00 U 0) /1 Q C U j o T O T c T _ 0) 1 2 04 CO T r 00 00 E E T M N v; r" o z Z r_ E O rn I a. U � Q 0 � JOB NO : 21-1071 SCALE : AS NOTED SHEET NO. SN 1 12 P') VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 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. _ �, ° ; >• -I c HURRICANE ANCHOR @ EACH' - TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER - SHINGLE ROOF ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G - _ ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH -� TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s " " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT 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 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" 016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 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" 5l8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W14 x W1.4 @ 24" O.C.) 2n ATTACHMENTS 2/ . WWF OR FIBERMESH WWF OR FIBERMESH Z �31/2" MIN. �31/2" MIN. d ° ° ° ° ° ° ° ° d ° ELEV. -0'-31/2" S \ / d ° ° ° ° ° ° d A.F.F. p / d 2x4 CONT. ° ° ° w ° ° d g ° ° ° N o1/2"(min.)-4" > ° • 9r 1/2"(min.)-4" d GARAGE DEPTH VARIES ° d ° ° (31/2'(min).- 4" - i;or 31/2"(min.) -4" rrAl I1 _ °(2) #5 CONT. 4" (2) #5 CONT. 4" '-4 g" GARAGE SLAB AT STEP rB u.N.o. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ rcc SCALE: 3/4"=V-0" SS "SHEAR WALL" SCALE: 3/4"=1'-0" SS SCALE: 3/4"=V-0" S3 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. •c�E°S�cJ�� vcs- SHEET @ SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C 1�M�NN�o 2x STUD s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR t„ LAYERS W/ TOTAL THICKNESS 7/8" OVER 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) 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 10d NAILS BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 (6)1/4"x31/4" TAPCONS 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING FIBERMESH Q BOLTS 6" MAX FROM ARCHITECTURAL w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED BAR w END OF 2" x PLATE FINISH TYP. T PER MFR INSTRUCTIONS FURRING • 1 SI (1) #5 VERT. IN FILL MONO OR STEMWA L FINISH GRADE ;0 25' MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SH N No R, 1111 � 16 %. t k I P­ A- 1­1 ­11 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c WWF OR FIBERMESH r, E ° D• IC", 1 oa__ =11' iftli i1 - -_-_-_ - °� • � � � #5 REINFORCING BAR FOR LOCATIONS) D p D p ICI 11=I 1=1=1 I=I N z T r 1x4 P.T. BASE NAILER ° I i I -I I I -I I I -III -I I=1 1= ? r #5 LAP SPLICE 4"x4" INSPECTION ° D° I=1 1=III-III=1 I I=1 I=I I M • NOTE: g � III-III=1 I I=1 I I=1 I I -I 11- N '• 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL _ _ _ COMP. SOIL. (COMPACTED TO - I -III -III -III -III -III-' T FILLED CELL TYPICAL _ _ _ _ _ - - =1 ' 95% MODIFIED PROCTOR ASTM - - MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ M AT GARAGE CONTRACTOR I=i I=1=I 1=I 1=I=I 11=I 1=1 I=I 11=III=III=1 I=1 I=1 I I=I D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, I IIl iI I = I=1 I=I (=I —I I—III=III= =1 I=III iI I- 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. E N' ° 00 M e 6x6W1.4xW1.4 ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR > ? min. 4" BARRIER D .t C °• 1 N ° ° GRADE COMP. SOIL. • T O0 _ • (COMPACTED TO 95% _ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR I I I I I SCREEN ENCLOSURE ASTM D1557) CLR. ON #5 REBAR CONT.--/1'4' (1 STORY) STD. 90 HOOK (SEE O. DETAIL 1'-8" (2 STORY) U.N.O. CHAIRS TYP. 4) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z , . ; _! - ' • . :. 4" 60 _ SEE A/S3 OR J/S6 - FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS M 1 I • : I -i SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM — a INTERIOR ° -31 47 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m A. ; C ° tt M 6 MIL VAPOR - - BARRIER (2) #5 CONT. rrr - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 114" 8" 10" (TYP') #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x" CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM ° SEE ROOF PLAN oo C a °. ' a A ° ° M (2) HTS20 FOR STRUCTURAL _� BEAM SIZE & Air ' CONNECTION INFO M �' II 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" co z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W o SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 1601 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ., W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD .� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. " ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT ;� w/ MIN. (2) #5 VERTICALS oo 9 GRAD a ° E r, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) U-11 I I=III ° o• I= (_) I I=1 I I-1' T en `WWF OR FIBERMESH T I M Z LU �' a w I -I I I-i 1 I -III -III=1 I-III=III w I1�III-III v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER p o `n = -11 =I • • °• - - -_' - z_ 0'-0" FIN. FLR. COMMUNITY SPECS w=1 14 M W I =1 a =1 -= -III I I 1=1 I III-III=III-III-III I I 1=1 I III-III=III-' FOOTING � 1-1 I -II I-i 11=1 I -1 1-1 I-' BEYOND .. ,• . PAD REINFORCEMENT �i I-III-i I-' 3" MIN. CLEARANCE • .•y �• '�' '• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' •' CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3I4'= 1'-0' SCALE: N.T.S. S3 qu rY • J: = U ••o �0FESSIO"'P 0 elf 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. cS E r 94 ao r` 04 d a J 0 fA *5 0 LL ram, JLo to - LL W a Qoi�v °' Y �LLLL aW 0 Z r i g 0 -- �' W I N r0 ow:O J Z LL t��T . a IL N clz Wtn0 Z OUv_jN W ❑I�❑ z C11� z� Z n J N - N m z -J N 0 W N �N c � U) W 1; � 0 s�o w (h o z a J E is 0 w a® Q E t Q � Wa Z- CI N a o �o � _ o m0 0 gz Z J Nx • <w u� a� of 0� ao Z �W W U zta 03 �U J L m W � tg .� 0 00 '~ ' o O Q g .20 CO n' W m O I\ = T .T� Cell T Lo i 00 00 %5- rn T E CV)r z = E Q E to N a U _j a 0 JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. S3 (MONO) I I _11 I -- I 1 L_1 1, 1 r i d (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 w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE —] INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING WT2x (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID EVERY OTHE F + STOUDTW (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE Efif- BLOCKING (TYP.) SCALE: N.T.S. Z—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL �--ROOF TRUSS CONNECTOR (SEE SCHEDULE) IRE BARRIER SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 14 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D 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 1 ?=i EN 1 or 1 • • • Ilk I IIINS —1'I" I'I — III l WIN NOTES: NOTES: 1Q 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. L WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---, GARAGE DOOR ROLLER CONNECTION ASSEMBLY . GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a77 a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. '/ sFF ��°� N 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP a IARAGE lOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d r.\� NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 112" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS FASTENED TO TRUSSES WITH 8d REQUIRED @EACH END COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) w O/C FIELD `v z a 2x TOP PLATE T 9 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" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUD MAIN SPAN PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR A 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. 90" HOOK IN K.O. BLOCK ftt 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 k�ICE NAILS TOTAL) EA. SIDE OF 48.�PLICE STAGGERED N. 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 1AI 16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. 8"x10', "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a ea a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC R SP4 SP4 NTELS a SIMPSON SIMPSON SP4 SP2 I LU ki - NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 -2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" _ a 2X8 P.T. BOTTOM PLATE ulj 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED q 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING 0 M o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ol rE SHEATHING & 8" O/C FIELD o S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. 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 i fR r1t3/,`fit ,,ty����i`1113 Q 1' J �� b — U \-N J ��P \ OFESS\ON` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a g8 00 �4J o 0) '5 C? a 00 J) LLa - S W u13 Yg0 3 Z M Cl 1% 15j I_O U_ - J W 8 9 d� Z N N Z J F- L a Z 00 in ❑ ❑ ❑ W 0 z N z � z d z 91 N-8 u- 4�1 C/1 (O w U � W 0 W g Ln c N tn U c 0 Q X � N ti 3 M M W _1 LL E o H oz i 14 E ° N I— a �= � 0 x0 Oo oa U 0 80 z N � aaz�z 4p �� � c .8z o zLL J N a" w °o fz Z az W a Uo oLL �w �= r� ff�CD N Z 1z ax 0 3 J �L L t ^' 1✓ .� 00 U 0) Q O C) ^` m o � TcoT _ (V T CD r T_ 00 E M Z E Q y E w m a J _j Q p JOB NO: 211071 SCALE : AS NOTED SHEET NO. S4 H L Zz rn SIMPSON HGAM10KTA W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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 1 O/S5 BACKNAIL w/ (2)16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" 0/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)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 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 TOENAILSlip w/ 1 Od NAILS @ 6" O.C. 1 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " �� SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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, f� DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 j 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 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 10d NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED ( 2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T' ON TOP OF PANEL INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 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 THE FIRST (4) ROWS OF TRUSSES 2x4'7" ON TOP OF PANEL 10dx3 @ 4 0/C �° INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ 7 10d NAILS ( ) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR �, M " SEE STRUCTURAL X-BRACING, AND TOP r N NOTES AND NAILING CHORD BLOCKING " SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ 1 1 1 (2)16d NAILS - WOOD TRUSSES 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 12" 1 12" " 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" 0/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-PLY DQ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'r BLOCKING 2x4 BLOCKING @ 48;' O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E G7 O.C. FIELD /-JACK TRUSS SEE PLAN FOR OF THE LAST LAMINATION ( ) 2x4'T' ON TOP OF PANEL 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 S 4 EXT. WALL CONN. ) 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION Ko'9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL 1 (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TMI If1 e% Mr% A r\I Ir% r%A /r r-%I A M nrT A II 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"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 w `-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.@ NON —LOAD BEARING 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" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/7 SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `CONT. BEARING ------ '" """ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o (9 (9CORNERJACK a ✓9c� U w z X 0 U HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LIIII�II � III s 00 ee I I II o0 1111 IBIII!' NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( L AS PER BCSI SCALE: N.T.S. e SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION \`ti���!}llliirf€ifill�j r ......rr •• ���e`` P •� � \SE o N �. .- G hn� C9 /�OFESS\O �;e���� �e/fff I I1419zt! To the best of the Engineefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E o gg LL Q lo a NF6 C J S rn °°°o ° ac V)�v� M Q b LLa Y M LL U. d W O Z _ o t �@o 0I°- O: W(22 '@ n t0 m o MO1 Q 7" w a N M z 0: rn O U� Z pV rVn 00� w 0 N z 9 . LL -J U N W � 0 W 8 yz0tz y c Y M N � W E o �� �° �9 Ze E ° w? wa Z o E o o�i o tt� i $ o �o .M _ gLL z fZ Z o 58 w2. _� o W -F -o A3 °O = �L J L M MEA' W 0 .> 00 U Q ;� N o T O M w, 0 CD H �� E (0 r = O7 NO LO .i 00 o) 00 ( N T E C r cN T z z E O E % ci a ci _j Q o JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. S5 —L'I "". ,.r •,A mc""wrns,un'' o I I 1 11 1 '_I L1 - L 1--- - III I - 1 1 IJ 11 1 1-' 1' Y'� f� 14I11 1 CD 00 0 0 i CC 3 O i E i v i 0 81 0 0 N s a 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PRODUCT P. MAX 8" PROPER INSTALLATION � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. TO APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 #5 REBAR P ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO FURRING x 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS ( ) #5 REBAR ` ' (n'P,) 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 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRYTHROUGH 1-1I2�� DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL D s0° HOOK (TYP.) STD. 90" ` �j 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT Q METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALLEDOOR 1 JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" LAP SHEATHING TO BOTTOM OF ND TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. " (2) ROWS 3/16 x 3-1/2 Q.C. & 4" FROM EACH FURRINGSIMPSON TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ No FIRST COURSE +2�r @ HGAMIOKTA 12" O.C. @ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 ' ' ` w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" STAGGERED @ 12" O.C. 3-1 /411 DETAIL 2x DETAIL 21 /4" DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES L TITEN INTO K.O. BLOCK I 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 = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX T-0" 8" ". SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31l4" 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 CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION r '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" 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 OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOM ARCH FACES W (4)10d NAILS WIDTH S B SPROVIDE 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 Q.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%- WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" Q.C. MAX. RAD. ARCH DETAIL ARCH DETAIL rT'� TITEN D(CENTERED) w/ � Jr O TO TRUSS TOP CHORD MIIN. 4" MBEDMET AT16" 0 C +4 Nl + ��r r rr �r 1 -0 5 -O SCALE: N.T.S. SS 12 + h PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • . •.� WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED / + REQUIRED >•� • . •: � EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ' !..r_-­:#5 /4" MAX " 2-0 8 TRUSS + SOFFIT + , BAR i P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p • 1.0" ' ` s : + CENTERED W/ g IN TOP BLKG. &BUCK 2X6 TO 2X4 2X4 SYP • , °'' ' o 1 X 4 FURRING 8d NAILS EACH TRUSS -► , .a KNOCKOUT / ii • ' CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONT. W/ (3) CONNECTOR � � p•• MONO FOOTING _ .> PROVIDE 2 x 8 DIAG. BRACE B � SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. O��TAPCON AT EA. SIDE VERT. BRACES WHEN HGT. OF 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :► ,►. ► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT • 6 z TO BE INSTALLED OOF BUILT UP PLWD. BUCK - '-0" MAX PLAN PRECAST LINTEL �• . • STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION : 90' HOOK �+ #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - • ���- ��� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , : • . , ��. , _. �� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►; � �`''� � �"� �'"'" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. '�'• '�'" ` ANCHOR INTO ARCH BLKG. rK HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL 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 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 3l8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE S� 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) - ---A COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD } #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' cc z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0' EPDXY MIN. 6" EMBEDMENT & ` O 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 v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p > > LU a A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° #5x6' EMBEDDED INTO U EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' =`' `"' ` `' ' REINFORCING PANEL N FILLED CELL SMOOTH. DO NO FURROW. 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 p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: Cn• `. REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS � \ \.a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a 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 TING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 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. 11t1111Iilr rJlrf��� .� ¢ • \ �C.� Nam'.LL LL S O F L ',��ij�ROFESstO��\ •,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a (6a� E tp CD ie C, (', J 69��LL N N O Uj a s X co 0 LL LL d Z z Lam°' �o ..� o � � `O o9 Warn 'r• CLW ZO QQd Go a N M Z LL' N p U U _j UV W ❑❑❑ c� z 2 zz z z J a U) to - N z o LL N w W a o cc C)V w 8 LA c m U W 8 U CS c Q o chi W z _j J w z � ib o 2 Q o° �= R _® —E a�z 0 Z N Q? ro `000o Sa a z a ro c - x m� a zz W Z aci W J W N ca gWo O a �m U 3 tK C C:) CD a w > a 03 .20 J Ir tu ^L' W tu .! 0 00 U 0) C p Q_ i� ^, m W O e— It c`a = CVO T i 00 00 T M T a)CV)N y r 0 Z Oto E E N C d U _j Q p JOB NO : 21-1071 SCALE : AS NOTED SHEET NO. SS AIL = ram m m 9 0 a C" N _W 0 2 s: CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY CONVBE . 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. DB-<+--1 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS L HEIGHT SEE TYP TRUSS BLOCKING DETAILS rrr �- � va• ` �rw� � � i .vvv • r w TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB DEPTH EXCEEDS STANDARD HEE 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. —� ----Z-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES ROOF SCOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. '�'A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 OP FP FOR CONNECTION INFORMATION. BOTTOM CHORD ST 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 OIL SEE PLAN FOR h PLATE BELOW TOP OF WALL o MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PL TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN 1 FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR o COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO I REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN _j REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION °lot PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=l'-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON [44v. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAMBEAM 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 EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS -' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS 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 LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING /! BELOW @ 16" O.C. PLYWOOD FLOORING / FLOORING — LOW ROOF TRUSS W/' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS • ,\`�diiiiiilltlllty�p/� � P� Q F L O I ROF E s 1 O N r s ,\` 1/N111111l'��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 g EL4� m V 0- 6 F Q oo I LL ak " N NC'40 ii LLaYYn a JLLLL � a 5 o Z L�°' � �o 4 1 r- W ��pjO. O ¢ ¢ a Z N M z L pU a E N O 6 j W Z 000 W z J a z -8 cz Q) 0 �4-1 " L U (� W W O c w ® r— E t min. c4 c W 8 0 Q� c) M w Z r% E i ° °° 1 � 5 E°oso M o E �z rrI Z N 9< 8 � W Z E� C _C o �o 0 >z zN fn J �b fZ d 3 0W 50 a mw W mixO Cz O °5 XO 0 ilia Q 3 �L r J � W cc r .� 00 U O Q j U o T CD A o a) M O00 1 T -0 r = N 0) r r 00 00 T CONS � N E E .� M Q T� iii r c Z Z E C) H B W a U .° q p 9 JOB NO: 21-1071 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 { 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 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 SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN G WEATHER /E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE 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"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM C� 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING 3" MIN• SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND EQUAL WEATHER CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING [ILI WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, i with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO ADHESIVE AS SHOWN) SE contraction, ASTMC1281, AAMA 812, or other a appropriate for the VERTICALLY FROM approved standard as pp p riate type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall w finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -�-(Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 a ga `la LU d PLASTER STOP - W CONTINUOUS BACKER - W U ROD & SEALANT w u� Ixw �° A C0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DIP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 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 STRUCTURALSHEATHfNG STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ,,SF LATH �I ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance With ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CD CV 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. 4 s{ E ffpp r N N 8 R J FA W0) C J LL tl) 0 (nnN32LLLL ao M R 10 LL LL 0- a Y d Z :g O o c�rnrn O r d� = L ILW co LO ih Z d< a D O v y W W �00 U' Z Q rz � U) a) z (D 4-J (� .0 v, u- w g m - 2 O w t!) YZr- (� v� U � � "M 0 11 It� W M LL. E o wo �a �0 Zo E U Zo E �Z Jv N 0 & g Z J t'�ib 1rn 1250 CL aw S ZZ 0 z W �LL oCD Z C coo WO i ? 12L J L. co e W W 0 .> M 00 U 0) �1 Q C o (D 2 T CD inn O T coNt r = 0) 2 N 00 O T LO 00 o`0 E cc i- Cf) N y r d Z Z E Q12 E m a 0 a o JOB NO: 21-1071 SCALE : AS NOTED SHEET NO. W P Mounting Bradwils (10 Gaugel +112' x+1 t2' x 2-12' 1`r Back Cross Support (May be cut to W) See Anchor Schedule Rlght Bradtet (16 Gauge) 1 t2w Die A325 (TYP.) v a145e1f-Drilling Scrrris A/C Unit Bottom Edge Hurricane5trap (Typical:3 in front) Washers Front Cross Support Self hocking Nuts (May be cut to W ) Lett @racket (16 Gauge) g i a 5eMiling Screws Thru Brackets & Back Cross Support into A/C Unit Bottom Side (Typical: 3 each sloe for hurricane use) spll,,rs6�c_jise.�laa���u-r/a.a,Y=Irnaaaus.�Ppp�rNiati,rdt6 d rlt Halm ar Air 3o - Sa nqmK Nddaam a�-_^-eve a Florida Departnnenr of Business & Profession@( Regulation Building Codes and Standards Product Approval Application Detail Pape I of I 1n41MI ygg ! dale late Daft ftndh, as lYag y-1- contact Saudis A Lithium validated s. V ld i d aillmuaa PSC Amroad Auai RMdm 2020 Omni Metals, Inc. Jests shunned. Zachary R. Pdast Low. Spedan P.E 08110M20 0811ISM20 0WO M20 W W020 Approved Calagary: Rooig (502) 303.1517 PE-74021 (334) 300-1000 eebCassgay: Metal Rod& Ishurmete@dnwnel.own Compeerers Method Evaluehm Report ham a Flalds Registered Arch"" or a Licensed Florida Profsedmd Engineer Guides Assurance Approved far Use Approved Far Use wrom gstrdent ba Product Modd. Number w Name Product Description 17l312025 In HVHZ ouldda 11M¢ ! ! 1 Druel Metal ROdog Sydems DMC 100N3. DMC 15033. OMC 1753. DMC 2008. Yes No N/A .Ot180 DMC SV Florida Department of Business & Prdessional Regulation Building Codas and Standards Product Approval Application Detail Paw I or trdmil S� Edat.e[ Jet! data cam Paean rots ]ma Yetiaa tl contactlhalnwdt ticau yalWted d y ielY em fiGANKnaa Baamnr aim Aasrbetim 2020 3mad Vat Products. Ina Michael Graham Nermes F. Nwero P.E. Locke Bosch P.E. 12MOM20 12n 12020 12fZ82020 Alprdnd Calagwy: saudiew Capponan (877) 441-M PE-73775 (334) 300.1800 8uliCete9ary: Products itrrodrced e. a Ronk of k b@wha,tvr,tam New Teclndogy Co mpaamo Nero& I:Yaeudim Report from e Florida Registered ArohkW Or a Licensed Florida PrdasslmY Engineer anuamLamma saved era use Awavadfwr Use I0111111111 gnlm am Rm Isualthir N Product DesselotionGaoaagt.raldretl�tle 1, HVHZ OutraeKVM agwea PBaetn 1 SmedVnt Mw1s491640S10 Dual Fun dim Flood and ventilation sent 121312020 Vas Yas NM HOOT.100 2 SmmarrVnt Moda191540.511 Duel Function Flood and Venaaton Wet 12/312020 Yes Yes N/A HOOF1d0 3 9menVat Modetff1640-520 Inwlded Flood Vent 17/31/2GZO Yea Yes N/A HOOLloo 4 smariVwd M." #I5W521 Insulated Flood Vat 12l312020 Yes Yes WA H00F100 5 smnadvent Modal 01540-524 18&wa; Grape Dow Flow Vat 121312020 Yes Yes WA WA 6 SmadVat Model #1540.3n Wood Wall Margate Flood Vat 1213120" Yes Yes WA +100A100 7 SmadVent Modal a1540.574 14.5a,quat Wage Dora Flood Vat 12/312020 Yes Yes WA WA Florida Departmant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew 103 1/tr m Deb Pndno glib Lu !Cersion 11 Gmm Validated De yetliyei BMW d Eigglanr aria R.Asion 2020 Theimrsi Corporation at" J.W- Lynda F. Schn*t P.E. Rya J. King, P.E. 07232020 0702rA20 07IM020 10M320.20 Approved Canister E, t d. Doors (spot 843-7628 PE-43409 (813) 767-6W5 auhGlepory: 9dnpng Ertwiw Doi A,wmbses mlasoerswh@anemaW.00 OwaWi•nce Mated: Eveudmm Repro son a Flmd. Rectlared Arwsed a a licensed Fiende Professional Engineer Quoft a Apwovedlor Ur Approved for Use haead germ tfaalt $ f 1. HVHZ Ousledid. IOQR Barrett P- 1 e. Therms-Tru Fbr-ClmcaM 8u,acamS4r Nmnal sM39:s &wd;hrpad8owr Opaque 12/31=1 No Yes Yes WA Composite Edge FOrs.s. Single Dow (a.WnyoM.weg: x camwmlm) 2 b. Themm-Tru FDenClusie.ns SocW-Bear NorMd 6809b 40jathl"0114uot Opaque 121312021 No Yes Yn WA CmpcWe Edge Fiberglass ft&% Dow with Sid.le(a) (InseehplOuawrg. xO. 0X a OXO -two tlms) 3 c Thermo-Tru Fbwl7eselc and Srr t r Nominal 88a39;9 &qud;Inpaouquot Opaque 12Min021 No Yes Yes WA Ooml-te Edge Fiberglass Da.bla Dow wn w wihout 31doi es(masnnpKM.dna xx a OXXO ocnaast 4 d. Thermo-Tru FIDr-Clsselo and SmgdnSly Nomnanu e6t,39;11 &wa;lrnpd8quat: opaque 8&93 171312021 NO Yes Ya N/A Ownpoete Edge Fba deal Single now (Insetna0utsWing; X eon8girraW) 5 e. Thera -TN Far-Clasac end ShWMSer Nominal 88i39;08w-LW"-LM-ot Opaque 12/312021 No Yes Yes WA Composite Edge Fiberglase Single Doo With ad"a (.) (Inswmeourt-eg; XO. Ox or Ox0 conkaeatkds) 6 1 Tharro-Tru FlberCbstic end Snooty-8 ar Nominal SWO'.0 &POtlhpeo&qugt Opaque 12/312021 No Y. Yes WA Composite Edge Fiberglass Double Dow mrMm a .sh.t siddtes Ilnselmnpe0daweha XX or O)(x0 ocnf9n00+s) 7 g Theme-Tru FbrClaesc and Smooib-Star Nominal 6161139A &quo:lmpso&quor; Glazed 121311=1 No Yea Yes WA Comport, Edge Fbaraaw Single Dar (In. wouta-Mg: x wensguredm) 8 h. Theme-Tru Fiber-Clnsuc and Snow -item Nmdltl s&479:g &ouotwwoct&qud: Glazed 12/312021 No Yes ref WA Compeeite Edge Fdarglesf eagle Dow with Stwale(s) (I. -OK ursn.0 XO. Ox or OXO tee 8 I. TMrma-Tru Fiber-Cbsde and 9mogtls-8br 8160s) Nw*.] nd SY39A 8wotln9ew#gua; Glazed 17/312021 No Y. Vef WA Carport. Edge Fbrglass Double Dow with or Wait scheme; tmsrayOubMna XX or OXXC owilaretws) Queft Assurance Amaved for use Aooranted era use ggguld gulp, 12 L TMrma-TN Fiber6=6 c rec lt-th,3br Nominal "83@A &wdtww-d&quot Glued 1i1J12021 No Yes Yes WA Cwpeaaa Edge Fasayaa Doubts Dow WM a .shad S I.Mes Ier.•nWOmasesma XX w O)DI C rmaw..dmq Floida Deperbaart of Business & Professional Reigulation Budding Codes and Standards Product Approval Application Detail Pape I of 1 iffim Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherrnaTni A. SWINGING 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 ThermaTni 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 (8)7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTOR_ S/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 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 4--0 N N J__ (1) -Cu N U Florida Department of Business & Professional Regulation Pew 1 .0 0 2 Building Codas and Standards 1,71=1 L Product Approval Application Detail • � V •� e/i ���-' rmu boa venisonriraided ES >�Itrac Bhdmer & uberes validated M Ar e dale ys1IdahId submitted 211a.B msa 2 dale A W I d mite (U � /^��' Re,"W 2020 Theme o -Tru Capat(m Steve Jeep- Lyndon F. Schmmk, P.E. Rya J. Kng,P.E 07220 320 07n22020 072M20 10M3/2020 APProveo W cabsory. Ederia noon (WO) 843-7820 PE-43409 (813) 767 6555 O _ -L aulaCalsaory:BWhiling Edera Dow MsemNles sjuper.on@mermsbu.eo �- O /5♦ Compliant. Method Evduetlon Report aqm ■ O V! Florida Registered Archked as Licensed Florida Q -2C Rr4ess-al E.gmaw C O U_ cos cc)- a �- .gldr!lp. Aoaoved 1,U, kwid Gtala3 '^ 021 Prpduet MedN. Numbs Name Caters ambaitlw Oat. In HVKZ d le"Iss lra v, - E O 1 a. Thermo F1 i1per-CassY and Smooth -Star Narlhd 68dYJ9;8&ww;I1npedBwa; Opaque Composite Edge Fbergksa Single Dow 12012021 Yes Yes Yes WA (I.-i.01 kissing; X olnagure lee) /'^ V/ A /e 2 b. Thera-Tru Pher-Clesskend 8mowh-Sir Nominal U#M;8&ww;enped&wok Opaque 12/J72021 Yes Yes Yee N/A V� O /}teaCL �y Composts Edge Fiberglass Single Dow with ^ i � �� �• iL Sidelte(s)(InswalgATaswlnp; XO. OX w OXO /1 ii1 a U) corsgadims) -0 .� 3 c. Thar a-Tru Fur-CI-J. and SmwotRSlar Nmend B&r133;8 &qud;arpad&qud; Opaque 120312021 Yes Yes Yes N/A Composite Edge Fiberglass Double Doer weh or W MI: Sidaaes (InearngrOlrbsina XX or O)D(O rcrlagadims) 4 d. Thanes-Tru Fb.,Chsst and SmowhShr Wherd 881039p &g1wknped9quw; Opaque 12f3i=i Yes Yes Yes WA Composite Edge FiberVess Single Dow il"" oubeag:xcongunnon) 5 e. Therms-Tru Fib.,-Cl..k and Smootlf4nr Nominal S&M.0&waklmpaa8quot: Opaque 12312021 Yes Y. Yes N/A Compeer. Edge Fiberglass Single Dow with Sid.I.W.) W-shleOut.weg; XO. OX or OXO cmlgwatimp a f Therms-Tru Flit -Classic and Smooth -Sir Nominal 8 IM0 &qua:enpad&gJw: Opaque 1201=1 Yes Yes Yes WA Composite Edge Fbrgllass Double Door w0h or thout Sldelles (In-9XXdwing; XX w OXXO am�mretims) 7 a Thera-Tru Fite-Clasalcend SmoemSnr Npdnal U&39;6 44vw.w ad&quok Glazed 1213/2021 Yes YM Yes WA Composite, Edge Fbrglase Single now (aswcg1outsweg; X wnagemiw) 8 h. Therms•Tru Fibs,Classc and SmooNSlar Nominal OW391&qud;Htpad&ww; Glued 1213irml Yes Yes Yes N/A ComiI Edge Flo".. Single Dow with Sldelfte(s) (InfsrlhisOuteeft; X0, OXor OXO con9gwdims) 9 I.Theme-Tru Fbar-Oassic and Smooth -Star Nominal W3110:8&qud;erpact6quo1; Glared 12/312021 Yes Yes Yes N/A Composite Edge Flbergiess Double Dow with or wthwt 61delas (InsodnyOuteAft. XX or OXXO coragodlwrs) 10 ). Theme -TN Fber-Cassia end Smooth-Str Nominal U039U 8AuMlh"d&quw; Gazed 1213112021 Yes Yes Yes NIA CWVc6ke Edge Fiberglass Sao Dow (-1hgmubwlrg; x amsgunnm) 11 It Thwma-Tru Ft,r-Classic and SmodMSnr Nominal 88#39,-09quot;I pact&quot Gazed 12MIM1 Yen Yes Yes WA Composite Edge Feterpess Single Dear With Sidslite(s) (IrwwloggdswkV; XO. OX or OXO 12 L Tmmaa-TN Fkar-Oasrc and Smodtm•St r Nominal 8&#M O 8prd;MpadBquot; Glazed 12131=1 Yes Yes Yes N/A Composite Edge Fbergless Double Dow with or anthwt adease(Ina 1100ubeeea xx w oxxO codwrenlms) 13 m. Thenn.Tru Flo -CWsle shad Smooth -Star Nominal S8Y34A 8quaKMpad&woL Opaque 1=12021 Yes Yes Yes WA C.V.O. Edge Fiberglass Single Dow with 6erd:Nomapad&qud: Sd409(s) (I'Swingroubwfg; XO, Ox a 0xO configurations) 14 n. Th-Tru Fb.,Cl..W and SmoarSlar Opaque 12/31/1021 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with squotMoo-enpacl&wot SiNes da(ereelaeUtswins; OXXO epnBpJredM) 15 0. Thers-Tru Fber-Clessic and Smooth -Star Nominal "";0 &wd;prpadaww; Opaque 12/3/2021 Yes Yes Yes N/A Composed Edge Fit,"ass Single Dow with squa:Nor Impsd&quof; SidallI (Inaxshgputea"; xO, OX or Oxo conswaoa ) 16 p, ThermtTru Flo -Classic and SmoothSter NwMd 6"39:0 &quat;9npaw8ww; Opaque 121312021 Yes Yes Yes N/A Comp.ta Edge Fbergiass Double Dow with - squcLNoganosd&qucl; SideMn (insweglOulaWna 17 0 Therms-Tru FlberClas2de and Snoctli-Sier Nmrhd SM39:88quatNm-Inpect8wa: Opaque 12n1=1 Yes Yes No WA O.W.u. Edge Fb.V. Bangle Dow (In ""'Outswi g: x cuneguntlm) 16 t Thetma-Tru Rter-Gestic and Smoah'%sr NgNnal 66109;6 &wa;NaNmpact&wd; Opaque 12/312021 Yes Yes No N/A Composite Edt Fberglen Single Doer with Sidelite(.) tlrwwiu utswtg; XO. OX w OXO eenligsrstms) 19 s. Tharma-Tru Fbr-Classic and SmOctRSer Nominal 6&MA Opaque 12131/Mi Yes Yes No WA Composite Edge Ftbaglass Double Dew 41h a wthmt Sidelei, (InswinglGNfeina XX w OXXO anllpaetims) 20 1.Theme-Tru Fewer-Clesuc and Smooth -Star Nominal 86M.0 &gaaCNmimpact&wd: Opaque 12131r-IM Y. Yes No WA Composite Edge Faarglan Singe Dow . X email nnm) N w 21 u. Thera -Tor Finer -Classic and $rn dh-sbr Nominal &qurt;Nah4mpstt6gld; Opaque 12/312021 Yea Yes No NIA Composite Edge Fb rglses Singer Dow with Sidellte(s) (Im inwout"fte XO. OX a O)(D cmagadlws) 22 v. Thum-Tru Fba-U..uc and Smadh-Slar Nominal B0 n-10 &qud;NM-Imps"Qual; Opaque 12M12o21 Y. Y. No WA Composite Edge Fiberglass Double Dow win or wlthcut Sideles (I-Il Outaimg; XX w OXXO cmfgadims) 27 w. 7hamA-Tru Far -Classic and emoo11F9ter NamNd 6WO;8 &waCNm4mpact6qud: Glazed 12n12021 Yes Yes No WA Comports Edge Flaerg ass Sengb Dar (Ms1mgAotswshp; xcoepmeho) 24 x. Three-Tru Fft-Gasrcwhd SmodMSar Nmmd 6&M,.8&quMMm4brpwAqud;Quad 12131=1 Y. Yes No WA Composite Edge Farglas r Single Dow with Sidelfte(s) Ilmwingl0unwlnp; x0. OX or OXO conig-dims) 25 y. Therms-Tru Far -Classic and Smayh-Ser NwNntl 88539;8 &quwNw,4 mpW&wd; GIeead 120 rMl Y. Yes No WA Composite Edge Fiberglass Double Doer ekh a Wmcut SkWM. (Ih.M.gKh dseing; XX or OXXO amagadlms) 26 z. Theme-Tn Fur -Classic and Smooth Sbr Nannd e&er30V &quorNoh4nVWt&wd; Glared Yas Yn NoWA Composite Edge Fawrg vas 8140 Door �211:M211 (Inswlnp'Ouhweg; X dunagunden) 27 tor. Themme-Tmu Fiber-Cassic-dSmoothSlar Nomn tl 881t39;0&grd;Nw-Ipact&qud; Glued 2M2021 Y. Yes No WA Composite Edo. Fiorglass Single Dow with Sidellb(o (ImrMyOaswmg; x0. OX or OXO canagur on. 28 orb. Themre-Tru F9mr-Clesslc and Smooh-Slar NaNnatUA ,0&wd;NwrhV%ctBwd;GIuW IM12C21 Yea Yes No NIA Compass. Edge Fit-0 a Double Dow with or walqut Sideaos (minsingiVi dpNna XX or OXXO cgnagwdiona) Florida Department of Business Is Professional Regulation Par 1 e(2 Building Codes and Standards IF1=l Product Approval Application Detail Gait EnthgL Fite gate Data Pending no Tile version man Gam LI»license vaeddedOr v t PaCAMMM gig RMdon 2020 Therms -TN Corporation St" Mspersm Lyndm F. SamNL P.E Ryan J. King.P.E. I am Y2020 D?M 22020 07f302020 10V73mm ApproM c•l•9ory: Ededcr Down (800) $43-7629 PE-43409 (813) 7974555 SIOCdo ory: Sainging Edarlor Dow Anemnss yaspersn@thrmNm.eo Corlpsace Method Evaluation Repot from a m Florida Registered Architect .. Licensed Florida Professional Engineer Sol guests Assurance ADAo Nfa UseUaa dDuldin 7 e. Themee-Tn1 Fbeo-C1 asic em S gofI-Star Nominal 684139.6 & WAXWOMPOC 01; Opaque 1201=1 NO Yes No WA Composite Edge Firerglau Single Dow (thseeng/Outswap: Xcanapumfim) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pa 1 d2 1Ay202t G4it Entity or Bra gut pas rjram gal! lone M20kc YeolCalun[ Sapient Eoda"LLLlrame YYWIti Ot riddm DAMSM FACAO rural Baaotaa JlteaA R.,10cn 2020 MI WMdaw. and Doors Sat Sitbw Luis Robed. Lomas Sieve M. Urlm, PE IWO2020 10106W20 10/192020 12RSM20 Appro.Td Category: Elaw Dows (717) M5-3300 PE-SM14 (717) 317-8454 Subcategory: Siding Exdedor Door A.fer blles bstnger@mbd.can Conpance Mahal EwWaftn Rspwt from a Florida Registered ArMSect w a Licensed Florida Prdosstand Englneer Appi for Ups Awaroved na Uee laroad )�i }gj+ RoAxs Modal NurbrwNana Catrers ahmosalon Dale I, NM Outside NVNZ B p'� e 1 eF321E3420 ALUMINUM SOD SERIES 420 ALUMINUM$00 OXO 12/312024 No Yes No NIA 1453Nsqud:x80&quct: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM S30 OX, X0, xx 17/312024 No Yes No WA 96&que"X80&Wct NON -REINFORCED 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312024 No Yes No WA 1453/4&qud;X96&qud; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED Ox 1X31r2024 No Yes No WA XO, XX 96&qud;X988qud 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM WO REINFORCED XXX 17J312024 No Yse No WA 143&qud:X96&qud: now at daa at taWPWWbW Bid dale sombt 99 e l VINNA lK inis a ism" FOCA,amta aaEnm Am& Reassess2020 PGT..O.nM .-a aaao.de MMm&Dack eCCO-CER aiana-Daft aCCO-VAL 11n 921120 10rA2020 1t/14f2INA APprowd Dow Canegm; Ext OtiayM,,; germ Ooas r9tN 4a&4;1Cp (7t18) 3152790 ReNdM 2020 ayes- a m setl a.aQMWr sedge era Dees Assemblies Pip Subat gib aa Doan Derrparo Massa--WOk la.lam or Listing as'M Sectlmd as AsseT t Compliance Method: EYYuetlm Report from a Florida Reamed Architect or a Licensed Florida anamaLboom Professional Egm- COW Assurance Aservind for Un Anstayod for Use Wallace 229M llatnaasubmsimmb= hm" G3aeaet N Endow JlruYtt fLonksaftokm 9 SG"" (large MIaW ebsaC we* *we Glen Dar ONa2Vt1 Yes Yes Yes WA >t!� Pleated llwdeL Yumr r it- 3 Ir"05 10 6000A10018200a1123 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - !'fig feffieO. Own- Karish Jdm E- scarce (330)78"121 PE51737 dwmish@vnyne•dakm.c an 9MIN; Max wloth. 14039; Max height Gizmo M!" In top aIntermediate semen. t6dff37, MaXwldth. 14=9; MAX height. Glaamg awaebla in top or Intermediate section. Pape 1 d 2 tafmst !life no Dd. P xkm late vdldabd elm validated BLORdtled FOCApprovai4fgan Jeffrey P. Aneso, P.E. 10/172020 0929/2020 10=020 12MWM20 Approved (904) 921-52D0 Quality As avance Aooroyed for Use Approved for Use w= ggskin 89otutGEtelntien�fe InHVM ISaaddis HYNi Bale= nanum 12I312023 No Yes Yes -31.00135.00 12/312023 No Yes Yes +30.00633.50 Cn `aliasa ca CID > O few > CL L U O L CL /-CC�/'� W CL CIO W Q W z J z Q J a SHEET NO. PA 1,0. ll_1 11 h Tt IV if1 rj�'� e Gant Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail En llLa gate 20 001e PWWI- Page I at + 620Ot !Ella Gant Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 101CLa 2" DEe DI LWal■ Pg. i a2 +a2tzl 2" Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pop.1 a1 I5(2021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d i 152021 ggps laMr a lasts no galls EaoOsa Bee gam Entity or gas gets ate P rwlm 2111111 tame YsntMO Cursed FMA-10" Amnym aMLt LU VKNM Wmtoum 29am lasioNLAMOM mwdlwdm tODld" ■ mium FIGAMEMA 20mnnt a n mm YMam N,,dlftw coni ffinolowlid Validated Sky Ytatd d awmaw 12Com8fd Allproyod man Imaill YrOt40 1Hwda0ua cooled a9eraarauberw V.Nddwr Yaltalm SIlml➢m YBCAc9romal Aaetanf aErM Revise 2020 CumK Watch of AADG, Inc Rdtay Troy Tom UL LLC Tr 6ocp, P.E. 12nWM20 12A12020 iWi/M20 Approved Revision 20M MI YNndws and Cars event piling. Amadn. ArehltWdural $awn M. Won, PE 11H72020 1M 7f2020 IV27rim AW-Ml AMMitiM 2p20 POT mduslas Jws Roeowdd Mrmi-Dede SCCO-CER MlaniDade BCCO-VAL 111D812020 111OW020 tinirm20 Applied RevlNorr 2020 MI Winders and Doors event Slinger Amtican Mciraeaurat Seven M. Won, PE 1MWO20 10MM20 1N1g2020 ADOroved catapay: FHnenv Doors (641) 494-2813 (954) 947-0000 Category: Wridovs (717) 355-3300 Muwfacturers AssmpOon (717) 317-8459 (947) (78H) 3iS2590 Cat•abry: Wince (717) 3�3300 Manufecluren A$sndWn (717) 3174454 subcategory: E1mena Door Components tom.ra8ayes"reataoy.oc Subcategory: Single Hung beRBng @.,.d.tom W.Oate: hr: Sine eebeat.wn: Sirhgle Hung )raawsitl@pptlnduemesc nialpo belMnger�mNrd.can Comperes Mewomk Certila8n Mbdra Llakn9 m Compliance MewoS LYNtlfloWn Mdn tar LisBnp a A--W for Use Ancrund for Use Imoad gam Canpladce MHhorb Carlacaan Mad a Lising no Comp �hoa,Crt ficallon Mark a Leding FIJ11aRr aePltlAcom Lot Product Moat Numb. 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Proceed lied Ptedreaed Concrete LNnak 05252024 No Ya NIA WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page letI 06=1 Szk entire or gels 20 Chile Pinfing DEs Mill 191E9a Mmtdbdunr G9rad tsrMleraucrmyatdaMdby Validated FBCAWReal AepC41■ .ELM Revlsbn 2020 Flood. Mad Products kc. Clark J_ Jenhd L B ck., P.E.@ Sewn M. Uddch, PE M72020 O925r2020 IOM42020 12J16M20 AOp v d Category: Rating (1104)7834400 CBUCKEngineeMg (717)317-8454 5ubdadegory. Rasta Accessories that an cirliamelco.alm PE•31242 Integral Part tithe Rockng Sysem Compliance Normal: Evaluation RePol from ■ Florid. 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(263) 924-WO (608) 839.32M Rmert.aeldamnSwryarM ewacom Pagelal 1flrMl 20 DEt Dift pwwkw 20 Ym9w oNEW ESCAagnnl ADDlDWd aim iM ali Applied For Product Im GDnYaraEal■ImDEa Aoer.redrerike In HIM AgluayMSt9Ldln fS4aEHQli !.■gt RagdMt DEEM SnMres Laminated Veda Lumber OWS 2021 No Yes WA WA Paagel$rand Lumber p3312021 No Yes WA NIA Laminated attend LU M 2021 No yes WA N/A Structural Cambodia Lumber a Oriented Shand pWMX121 No Yes WA WA board Rim Bard Oriented Strand BEN Rion Board OY312021 No Y. WA WA SEE. mm version Manufacturer ReNflon 2020 GAF Clattery: Robing WbC Mprr--Asphalt Shingles Cwwlana Mewnh EreWdin Robert from a Fiala Repidered Arohmot a a Llb.lad Fldaia Professiadd Engnar Lai 1 GAF A9ohW Rota 6hIngs latltr a c2nted Mears ue.nm Mkchred 88eh Rabem Nieminen (800) 7883411 PE-59186 1rMlsh@Dd.cern Product Dumlodw FOerDDee nldaoed 34se. terminated. Stab and hipkidge asphat shingles ima no Did,JlanEm we Validated By Yyyated subyAw 11C ApororM ApprD3led .mat John W. 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WA Florida Depertrnent of Business & Professional Regulation Page l d i Building Codes and Standards +//2M Product Approval Application Dealt Qk Bantus 20 flab Data WA ma ,V d- jg(■gj arenw&Liamse Yykliked 8( YEWEm atm.m FOGAMMEI Aeanyaa WAR Revision 2020 CAST-CRETE USA, LLC Craig Ferraro Murru.Dade BCCO-CER Miarri bade BCCO-VAL 112W2020 1011272020 11272020 Appoved Category: Structure Carpenents (8131821.4641 (786) 3152590 PAW4WgM . Product$ ntroduced as a Resat of oParhoolicedade.can Near Technology Co mpgacb Mewed: Owed War Modal or Lining Aopruvs!for Use Astrawd IN Use bawl. 2WM INA Product Mag!■m GOML%NabugLm In HYM ANWH t P- 1 High atrengm Conde LhveM 4, 6. 8. and 12 Inch wide Ilntals OS212022 YK Yee N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page left iwA21 Goa! Entity or gE! Data OKO pm kw gEa ]Intl VWdW EMLCKUBffi C➢nrad Engineer JtLiberals . 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N/A WA Florida Deparlinent of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page t al UIrm21 Sla9t jbMla ma no or:P92drA grKt Mile vwwm Runuridum cor"gl Member .!karma vallddw By YEIaEm SUbffdtiOd recAmfow ADONVAINI ama Rerlslon 2020 Alpine Stuart Lawk ICC Evaluation SeMoe, LLC William M. Renkn, PE 10/31,2020 10222020 it)DS2020 11)0=20 Appalled Category: tarecura.Canponems (321) 7103377 (407) 881-1917 aubCWao7• Truss Pines slawN�HpmNhr.can Comidanes Mewola Evaluation Repo from a Prbdua Ewlunn Entity Oualar Assurance ADDroed for Un Auctioned for Us mm 2im Loa Pladuct Model. disallow ar Namns8 M Cleared EmtElamgo Irk OtIZ DNtEW.lma BA990 B3 Mnu 1 rrW SCGIAlpine Higher Strength(H Bad 3) Metal Conrad. Plate 12mirm'! Yes Yes NM WA 2 rrW BCGM*e Hinge Plata Metal Connector Plate 12MI2024 Yea Yes WA WA 3 rTW SCG/Akoine Was Metal Connector Plate 12/312024 Yes Yea NIA WA 4 ITS 300,01pine Wave Metal Corrector Plate 12/312024 Y. Yes NJA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Faye 1 el1 117=1 ]dal HK M ■ NDS= Gallant POEOtleiWAMN Validated by valadded I$O" FISCAbormial Aguand anted Ram" 2020 CAST-CRETE USA, LLC Craig Parnho MkmFDba 8000 - CER Moll -Dade BCCO - VAL 11202020 10272020 11r272020 Approved Category: arucunl Components (013)6214841 (786)M52590 ShbCWpoM• Productr Introduced as a Result of epemmogcaierste.can New Technology Comblance, lydhoht Cer88eabm Meet a Listing ZULVA=a&Ag1g4 A—...d for use A IMOIA DmIM Loa Product latlYta I lily l� 1 High $rengm Cdnade LMels 4, 6, 8, and 12 Inch wine lintels Vd2lr2022 Yes YK WA WA .e..e i N —Cu O �~ L N lCL O .� CU � C CD•V O O C O O W a O U_ .� to '0 s— O ty -1, O L o. CU /`CI^ Q C/) ■ CU O ■ CU U) If O � CD alai CU) O L_ Q CU CL U U O L U U m W a Z Z Q .J a SHEET NO. PA 1.1 W Cn W U 'a Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30rzo20 Simpson Strong -Tie 2020 FBC Approved Products Updated Ivao=O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 LO N U- O O For direct Inks to all SST approvals Mated below, CLICK HERE. For drat Inks to all 88T approvals paled below, CLICK HERE. Fa drect links to all SST approvals Mated below, CLICK HERE. Fa direct Inks to all SST approvals Rated below, CLICK HERE. Q For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice ofAcceptance INOA), Q612K HFRE. For additional information regarding Florida's Statewide Product Approval System and Warm -Dade County Notice ofAccepta (NOA), CLICK HFRC For addtkxml Information regarding Florida's Statewide Product Approval System and Mien6-Dade County Ndke ofAeceptance (NOA), CLICK HERE I For additional information regarding Florida's Statewide Product Approval System and MaM-Dade County Notice ofAcceptance (NOA), CLICK HERE. C LZ FL02335-RT FL#10446-R6 FL#10456-RS 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5I8" to 3- C V o 9/18" and heights ranging from 4-5/16" to 11". Concealed flange ( (o ,,wm j Product Modal. Number or Name Product Description J2L§ Product Model. Number or Name Product Description 120 Product Model. Number or Name Product Deacrtotion version (HUSC) available for models having width equal to or 0 I Titan Stainless Steel Concrete 8 Masonry Screw (TTNSS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, STB, BTH Brick Ties greater than 3-9/10". = O • L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- O Q c O 3 AP844, APB44R, APVB66, APB66R, APB88, APBS8R, APB1010, AP61010R, APV844, Outdoor Accents Post Bases 3 CS14, CS18, CS18, CS20, CS22 Coiled Straps 5M' and heights ranging from 9-1/4" to 16' O LL FL49W9-RS APVB44R, APVB88, APVB66R, APVB88, APVB88R, APVB1010, APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS, LGU5.25•SDS Face -mount hangers CU CU 4 APDJT2-4, APDJT2R-4, APDJT2.8, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/rension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers O 4"' O > Sea # Product MOW, Number or Name Product Description APVDJT2R-8 8 DSP, SSP, TSP Stud to Plats tie 15 LUC26Z, LUC21OZ Face -mount hangers �_ � � O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H6, H7Z, HIS, HISS, 1-118.2, H18.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9118" to 4 (1) L 2 SD9112. SD9212, SDI0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15/16'. O }' Q 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63•SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62SDS, MGU7.00-SDS Face -mount hangers (U � C Q 4 SDCF22434, SDCF2251Z SDCF22614, SDCF22700, SDCF22856, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HS52-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available In widths ranging from 1-9118" to 5- '--� • �_ Q SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Soaps 1/Wand heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTSZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS3Q HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SOHR27400, SDHR27614, SDHR31400, SDHR31814 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3.1 /16" to 13.314". 7 SDS25112, SOS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4, FCS Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. ce 8 SDS25112SS, SDS25200SS, SDS25212SS, SOS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, 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, SDWF2720, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HIOS, H14, FIGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap e" and heights ranging from 2-W8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MS727, MST37, MST48, MST80, MS172 Straight Straps FL#100074R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps 122p"N Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6683 Pre -Bent Straps AW Product Modal. Number or Name Product Description 1 ATRX8, ATR1/2, ATR6/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI38, MST148, MSTIBO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/1W to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS2D, MTS24C, MTS30, MTS30C Medium Twist Strap 1/Wand heights ranging from 7-11W to 30". 3 BP3/8.2, BP112, BP1/23, BP5/8-2, BP5183, BP314, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ28LZ, LSSJ2eRZ, LSSJ28LZ, LSSJ28RZ, LSSJ21 OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2xl2-I Z NCA2x8-18, NCA200.18, NCA202-16 Bridging 2 DOBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3(4.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWBIZ RCWB14 Wall Bracing 16' and heights ranging from 9-1/4" to 241. 5 CTUD55, CTUD85, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD88, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3. 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDS, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, 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 EG5, 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 7/8" and heights ranging from 11"to 32-1/7% 10 URS3 3/8" UPI Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, T830, TB36, TB42, T648, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wag Bracing 1/4" and heights ranging from 11-1/4" to 371. 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3.1/4" to 8-7/6' 13 URSO 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, W8126, W5126C, WB143C Wall Bracing and heights ranging from 8.1/2" to 28". 36 Z2, Z4, Z44 Panel Stillener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from I I" to 37. FLat10441-R6 FL810531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL910447-R5 1/7' and heights ranging from 8" to 30'. ,§2" Product Model. Number or Name Product Description Sep >r Product Model. Number or Name Product Deserlptlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1/4" to 8-7/8" 1 DTT2 Hold-down Sep 0 Product Model. Number or Name Product Descriatlon 1 CBH2.37x5.5, CBH2.37x7.83, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/7'to 29'. 2 HDC10/4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF 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 HDQ8, HHDO11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 101W to 3-9/16" and heights 7/8" and heights ranging from 7-1/2" to 37'. 4 HDU2, HDU4, HDU5, HDUB, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Comer Plate 3 HGU3.83-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.82SDS, HGU7.00SDS, HGU7.25- Face -mount hangers 1/W and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5,25J3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in Widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC88 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/18" and heights ranging from I W to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/18" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.1/8" to 9 PAIS, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50SDS, HHGU5.02•SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3.9/18" and heights ranging from 5-318" to 13-1/8". - 10 PAI18, PAI23, PAIN, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Sopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHD1 ORJ Strap -style hold-down 9 TBE4, TEES Truss Bearing Enhancer 6 HHUS2e-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50tlQ Face -mount hangers 1/7and heights ranging from 3-7/18" to 1W. Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width 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 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81/22, THAl2.06/22, THAl2.1/22, THAI222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 14 THJA28, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 1/2" end heights ranging from 5-3/8" to 32'. 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26•W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in Widths ranging from 1-9/18" to 3- 16 TSBR2-24 Truss Spacer -Restraint I/7and heights ranging from 2-7/8" to 19.114". Concealed flange 5/8" and heights ranging from 9-1/8" to 1 W. 17 VPA2, 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 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5.3/8" to 7-114". 10 HUCQ1.81/9-SDS, HUCQ1.81111 SDS, HUCQ210-2SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/18" and heights SDS, HUC0410-SDS, HUCQ412SDS, HUC05.25M-SOS, HUCO5.25/11SDS, HUCQ810- ranging from 9-3/16" to 13.1/8". SDS, HUCQ612SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12rM2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30t202o Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZI=20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ®For direct Inks to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For dlset Inks to all SST approvals listed below, CLICK HERE. For Infamaticn For direct Inks to art SST approvals listed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Msmi-Dada County Notice dAcceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Warms -Dade County Notice dAcceptance (NOA). CLICK HERE. additional regarding Florida's Statewide Product Approval System and Maml-Dade County Notice ofAceeptena (NOA), CDCK HERE. For additional Information regarding Flaide's Statewide Product Approval System a d M nit -Dade County Notice c(Aceeptmce (NOA), CLICK HERE. O 21 LB series hangers Top flange hangers available in width of 1.911 Wand heights FL#114MR5 18 S1LBV1.56, S1LBV1.81, S(LBV2.06, S/LBV2.37, S/LBV2.56, 9LBV2.68, SJLBV3.12: Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ■ � ranging from 5.XS" to 15-1/8". S/LBV3.56, S/LBV3.62, S/LBV4.06, S/LBV4.12, S/LBV4.28, SILBV4.75, S/LBV5.50 8 Strong -Bolt 2 (ST82, STB24SS, STB2-BSS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16' and heights $ill Product Model. Number or Name Product Description 19 SfLTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13.118". 1 HHUS210.3, HHUS210-4 Job Hanger 20 S/MST80, SIMST72 Straps 118 mg (10 ga) 7 Titan HD (THD-H, THD-HMG, THD•H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SPB Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2" 3 HUCQ210.2-SDS, HUC=O-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plato Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 set" hangers Top flange hangers available in widths ranging from 5-1/4" to 6• 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7. 5 THGQ2-SDS3, THGQ3SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3.4, THGW43, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete ■ 10and heights ranging from 9-1/4" to 24". THD502341I THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-W' to 7.1/8". FL#11473-R5 F1.813904-115 27 RR Ridge rafter connector 28 gyp series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- goo # Product Modal. Number or Norma Product Description 129"9 Product Model. Number or Name Product Description FLY16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62SDSHDG, CCQM5.50•SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50SDSG, CCCQM3.62SDSG, CCCQM4.62-SDSG, Pioduct Model. Number or Name Product Description 3 HIS, HISS, H16-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#109611-R5 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.5OG•KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 ET4-P Er -HP Epoxy Adhesive for masonry 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea; Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R. ABA48, ABA48R, ABAaG, ABAeeR Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HOUM5.5D, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5. ABU5-8, ABU65, ABU88, ASU68R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM28-3, LGUM264, LGUM28.2, LGUM283, LGUM28.4, LGUWQIO.2, Masonry Beam Hangers 6 Titan HD (THD•H4SS, THD-HSSS, THD CSBSS) Titan HD Heavy -Duty ScaewAnchor for concrete available in 3D4 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel wth 3 ABW44Z, ABW44RZ, ABW462, AYW461I ABW68Z, ABW86RZ, A8W7-7 Adjustable Post Base 10 META12, METAi6, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.56/7.25, MBHA3.56/925, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, AC OR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MSHA3.58/11.88, MBHA3.56/14, MSHA3.56/16, MBHA3.56/18, MSHAS.5Of7.26, 7 Titan Turbo (T� Titan Turbo Screw Anchor for concrete or masonry 5 8C4. BC48, BC4R. BCB. BCBR. BCB, BCS2-2/4, f3CS2-318 Postcap 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50/16, 8 C844, C848, CB48, C868, CB68 Embedded Column Base 6 MBHA5.50/18 MSHU3.5B/9.25, MBHU3.56111.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/le, Masonry Beam Hangers O (D 7 CBSO44SOS2, C89Q4tLSDS2, CBSQBB-SDSZ CBSQ88•SDSZ CBSQ88SDS2 Embedded Column Base FLOIS 37-R3 8 CC, ECC ECCU Series Booed column caps with W1 ranging from 3-1/4" to 9-1/7' and FL#11496-R5 MBHU3.56/18, MBHU5.50M.26, MSHU5.50/11.25, M13HU5.50/11.88, MBHU5.50/14, W W2 ranging from 3-5d8'to 7-1/7' MBHU5.50/16, MBHU5.50M8 Product Model. Number or Name Product Description 9 CCQSDS2.5, ECCQSDS25 Series Screwed column caps with W1 ranging from 3-1/4" to 9-112" and W2 ranging from 3.5/9' to 7-1 /7' Ifiag 1 Product Node(. Number or Name DTT1Z Product Description Deck Tension Tie 1 X34810185K, X1S10/8, XI B10I64K, XQ1S1016, XQ181016.4K n110.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with rya Drill Point v, 10 CPT44Z, CPT88Z CPT86Z Concealed Pod Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RB 2 )10114T1224, X1-011461224-2K #12-24 Strong -Drive XL large -Head Metal Self -Drilling, Tapping I1 EFB44A, EPB44 EP94e EPB66 Embedded Post Base 3 HD3B, HD5B, HD713, HD98 Bolted Holdowns Screws with 0.5 Drill Point and Large Diameter Hex Washer Head fR `CV 12 BS4Z Embedded Post Base 4 5 HTT4, HTT5, HTT5-3/4 LTT19, LTT20B, LTTI31 Tension Ties Light Tension Ties as a # 1 Pmduct Model. Number or Name SDW22300, SDW22338, SDW22438, SDW22458, SOW22500, SDW22600, SDW22638, Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws 3 XM0114S1224. XMQ114BI224-2K #12-24 Strong -Drive XM Medium -Head Metal Seff-Drilling, Tapping 13 LCIS", LCB88 Embedded Column Base Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z.lPC6Z Light Post Cap SDVY22834 4 X0114Si224. X0114812242.5K, X114S1224, XQ112S1224. X0112B1224-2K *12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MP844Z MPB86Z, MPB58Z Moment Post Bass 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L 16 pB44 PB44R, P846 P866 PB66R Embedded Post Base FL#13628-R5 3 SDW 419MDR SDWH194OODB, SDWH19800DB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HE)CScrew 5 XU34S1016, XU34B10185K #1D-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with Q 17 PBS 44A, PBS48. PBS68 Embedded Post Base 4 SDVNi274000, SDWH27600G, SDWH278000, SDWH271ODOG, SDWH2712OUG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 P8V6 PBV1C Round pod Base fid%Lf Product Model. Number or Name Product Description 5 SDWS18212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44.16, PC46.16, PC48-16, PC84-18. PC68.16, EPC44-16, EPC48-16, EPC48-16, Postcap 1 SB5/Sx24, SB7/8x24, SB1x30 SB Anchor Bolts 6 SDWS19800, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22800, Strong -Drive SDWS TIMBER Screw(Inierior Grade) EPC64-16. EPOW-16 2 SST818, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB2OL, SSTB24L, SSTB Anchor Bolls SDWS22800, SDAGM900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 UgNhlam 20 pC4Z, PC4RZ, pCeZ, POBRZ, PCSZ, PCSRZ, 8mC.4Z, EPC4RZ, EPC67, EPCBRZ, EPC8Z Post cap SSTB28L 7 SDW522300DB, SDWS224OODB, SDWS2250ODB, SDWS22600DB, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) .�✓r SDWS221000DB Jg" Product Model- Number or Name Product Description U 21 PPB44-47- PPB4441Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit post Base FL#13672-R4 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS27800SS, SDWS271000SS, SDWS271200SS Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector 3 FPHSD34S1018, FPHSD3481016, FPHSD3481 D1 8-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- .4ilit" Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws O 1 CMST12, Cli4, CMSTCI6, CS14, CS16. CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector L 2 HRSS, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25, MSSC225, MSSC4.25, II Steel Stud Connectors abill Product Description MSTI48, MSTISO, MST172, S/MST27, SMIST37, S/MST48 MSSC4.25KW, MSSCS.25KW 1 FJA FSA Foundation Anchor 3 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#13363-R3 8 RCKW3, RCKW5S, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wag Connector n 2 FRFP Flat Retrofit Foundation Pate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connectorjn✓ 3 GH46E, Gm", GH488. GH48.8, GH410B, GH413-8, GHOM. GH98-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Protluct NMadel. Number or Name Product Description 8 SCS32507, SCS62-5197, SCS82-51118, SCS82-5/118 Bypass Framing Connector V�� S, GHQ104 GMB'D-8 8 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS ISSS, AS I8S8 18 ga. Truss Plates 9 SCM3.25, SCW5.5 Head -of -Wag Slide -Clip Connector 4 GLB51l GLB58. GLB5C. GLB50, GLB7A, GL878, GLB7C. GL87D Glulam Bearing Plato 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25. SJC1025, MSJC8.25, MSJC10.25 Steel Joist ConnecoDrs m 5 GLSr512, G8LT612, GLB'516, GBLT618, GLBr=, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector •• 6 SBA HGI.BB. HGLBC -4GLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA30, ST6215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mg (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2 HGT-3. HGT4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 go) Screws WW 8 UFp.0,SOW Universal Foundation Plate 11 MTS72, MTS18, MTS18, MTS2D, MTS30, NITS24C, MTS30C Medium Twirl Straps 13 XQ1SI018, X0181018-4K XQ1S7214, XQ1812143.5K XQ78S1224, XQ78B72243K, #10-18, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling. 9 URFp Universal Retrofit Foundation Plate 12 SB1.56, S/81.81, S1132.06, S/82.37, SB2.58, S/82.68, S/B3.12, SB3.56, S/83.62, BINDS, Top Flange Joist Hangers FL#15730-R4 X0114SI224, XQI I4B12242.5K, XQI12S1224, X0112BI2242K, X34B1016-5K, Tapping Screws S1134.12, S/B4.28, S/64.75, SB5.50 X151016 X1B1018-4K X1S1214, X1B12143.5K Q 13 SBA2.12/8, SBA2.12/10, S/3A2.12H2, S/BA2.12/14, S/BA4.18/8, SJBA4.18/10. Top Flange Joist Hangers JW Product Model. Number or Name Product Description Z S/BA4.18/12, SBA4.18114 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPW75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, SfHD8B, S/HD10S, S/HD1OB, S/HD15S, SM0158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 18 S/HDU4, S/HDUS, S/HDU9, S/HDU11 Holdowne PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SUCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1,2 a r