Loading...
HomeMy WebLinkAbout39841 Harmon Grove CtALL WORD tsll CODES �� ; b O ig NATIONAL AND THE xT ORDINANCE,; CITYO O°° PLAN f� � AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC orA/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet RE1NF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, IRIS, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp, Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical ,. DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Wndow Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC 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. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) I 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 PL LAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL !-�� V f� �/ �7 FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. RADE BEAM 150 MPH ENG. Notice to Builder in All Subcontractors 02-21-18 4.0 ADDED G It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA the commencement of any work. The Designer responsible for any plan errors, omissions,or misinterpretations undetected not undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB information found in these documents. Any questions regarding the information found in these plans should be directed to our d% Office at (407) 880-2333 immediately. No backcharges will be 12-19-2 0 5.0 FBC 2020 CODE UPDATE considered for reimbursement by the DesignerEngineer without advanced notification and approval by the Designer/Engineer. gner/Engineer. r4 11M 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, 1 941 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. f I�- —I, f ` vJ {J .'E ta ro FLr�.�� 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. F Q of o 8 m O N CD 10 co Co N� at C ® UJiA C t1) aD N � J LL 4k LL W Q ��r a y M 0 � U-wa IL VJ V J L.- LL 3 n U, 'S 0 v c ° W N U) r LL rn N M Z Q a It SQ O z OU W ❑❑❑ N M o g 10 � N Q Q n E3 M Q) �N 0 o LL +-J � O t� N w s Lw N U) t3 W J E i V O N U, N N m CD CD �w M zo Z Q E F w� w 0 z z� Q N 2® o0 ♦— tt Ro —� O N�o O a¢ p Qp o o a z ww L U) C 9ZY me p o.1 Z Z�m Qw z N I o¢ aU U W > ° o di 10l¢ 0 Oco = > 1.() L rn /I W m 0 > L17 . _I O {(y/• aa)i N C U O m � o f O ,T _M � (M U � T i U) or,,- � T E c N C,)Z �; ca Z c E O a U � ¢ p JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. C S 0 0 v S3 ' OWNER'S SUITE 8'-0" CLG. CARPET I iy 00 M S3 (3) 2x4 #2 SPF w/ `" DTT2Z @ BASE TYP @ 1 STORY A S3 � I CO M 2:12 VAULTED CLG. _ `v to I FAMILY RM 9'-4" CLG. CARPET TI 60"x36" N SHOWE FIBERGLASS SURROUND in in 10" 0 15-SH °P - - - - R&S - - - - 6" DP - R.A.G. T-10" W.I.C. 8'-0" CLG. r�r� CARPET _L'M rn T-8" 2668 I HANSON 1 BOX @ 36" A.F.F. DRYER VENT THRU ROO T-8" I I I I I R&S 4'-01, 11'-73" I i, 6-10" iv --------------- 4'_7„ 8,_8" N I I 5068 B.F. 1 I OPT. I REF. BEDROOM 2 PATIO CAFE o c===--_==_===� w F I 8 -0 CLG. VAULT. CLG. D.W. 100 CO 1 I CARPET (n CARPET N; U 3L _ 24 - � 8 3 b„ OC oSI Kw! ISP i f LO i 21'-2" ar 10'4" r�v TIE t• ■ �i I00 NT Y W i N - MQ FLAT C L . 36 36 CO AC PAD i� _____ O O 16" DEEP BUILDER TO CO PROVIDE W.H. `" APPLIANCE 01 PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. Zo'-o- "-EDGE OF SLAB 2" BEYOND WALL K S3 L- -Ir- -1 I A I I I 1 I I � q�I I/X-�(?;c-fl u�Q�l S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - 10'-108' in -HDR AT T 4" 2668 c'' 14'-6" BEDROOM 3 8'-0" CLG. CARPET 10'-41" 00 A EGRESS EGRESS OS3 A O 15'-10" rl-------- I O I I o II I I 0 I II X I CD I T I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN IT�FIIEELLD. S3 It � 1-� 100 TYP j @ S4 GARAGE I OPENING I I I I I 1 I I ENTRY 1 8'-0" CLG. I I MINE . O HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 S.H. 13 20X38J 182X37 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 # X 62 S.H. 16 20 X 72 18 J X 714 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38J 26x37 S.H. 11-14 27JX50J 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 i 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 4 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 FLOOR PLAN - ELEV-Al SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" A O +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET HO 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 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al (TRA) 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1936 I 1936 416 20 2372 I LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED O O O At • S E ••. • tip . L:a UQca \�_ le ! .- 0E5S10 4 v'��r6dF9lIdif't�r������E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N sW a V E 9 � rb C, M N .4 (a m 0,5 a) 0 •g � a0 w it LL. w a th 0)C: cor--r�: LL w -, V rn Vl z J LL LL a. W 0 -C6 0o ig o O w �'@N Cfl co O J a NZ _Jad Z L us co N MZ =rn 0 Z00 ❑o❑ W O ;2i N M o z�N Arm% O Z n Q L M lrrWI FJ •O U0Ln W o c Y r � U c LU - 8 l�.. L zMIN U CS w • ®0 c , a m0! �m o w M M wZ s z J LL. z o �O <N Q 0 E U F 1- m Z oa UO ca Uo �o o U 0 �z o E N L <Q ddo a r� C �o m0 0 � >Z � J o �O Now w 0 3 <I o LL Z Q �w U<o a LL �3 s o W.a �o CDI v za a z o3 0 c O = ti > L ! N L N 2 0A' .� o L / M N Q C U > O O ^1 m o CD oc M N N r LO 00 T E E N CO Z Z E O cc E JOB NO: 21-1079 SCALE: AS NOTED SHEET NO. 1 iii II I I I n VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE -1 CABINET o0 02 U U C) CV M M M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER r-= — O N FIN. FLR. KITCHEN LZIL—\ -N, 0 0 <V OPT. REF. 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. w TOWEL BAR BZ a ON BATHROOM WALL SHWR. o VALVES w o co 1 CD SOAP � ^ - � � o0 o DISH U 1 1 � �n 0 0 _ C) 1 M co O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN 0 eO O n N. 0 00 N MIRROR 0 M OWNER'S BATH BATH 2 INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE CABINETS - 00 ILLIN TM Lo a 1'-2" C° O 2x L? 00 FRAMING--------_�N b o T zo M 1 /2" GYP N �? BOARD FIN. FLR. r 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER N N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=V-0" 1 L C jCC==D)v I Val ° 7. -,/ " I 4 ° "I A ` `a (� to •(!�'i �'��ElitBd4tktas�,L�� 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 Engineer's signature and seal. W CD E � oo MMMa ,4 O N J LL J N LL V � co . C%JN0� U- a Q oLLu-a Z O c v O _ = M 6 O ~ w Act O ILW cc)Z LO J ° F- M Z K N O Z N O C) ULL N W ❑�❑ V M � z N M spry O z o a Lj (nvl N z V O 1`ti T' Vi LL oW V) p cn RigU W J r— — 1= f0 O zI3� I U O 4 Y ¢ to N O) Q W M M a zo z J w � zo 0o Qo E: V w= ¢� z® o cu (do° ¢< o o< Q a N �o o w Z �z ��amo n � _ ^ U .2 ° o, Z z _ N U.) J u� Q �m �, N 3 Q < Bw t LL zZ 5oo d m_w W W QO F— o _° w �o O zla a � o 3 c0 0 = c� �— o U') > Q 2 O CL o m 0 Cfl o = N T I Lo 'Oro'- ai T L O T r y M z CN cM o Z z E O �; M a E 0 -j Q o -j JOB NO : 21-1079 SCALE : AS NOTED SHEET NO. 2 i 12 5� HEEL 12 o 5 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS 00 00 FINISH ON C.M.U. C.0 (TYP.) F. FL. 12 5� N 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS E L III IM [ El E 1 [7� l 0 FD 1:1 E D I- p 1171 M FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"= V-0" 15'-0" RIDGE VENT LEFT ELEVATION - Al SCALE: 1 /4"=1 r-Orr 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ o CEMENTICIOUS o? °O FINISH ON C.M.U. (TYP.) F.FL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH'"* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. L M 0 . 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N M Q 10 o E Co O M 8 N i# 1A cep CN C1 J LL 0 N '" � 00 N ik , W U) I- w 0- Q�c�nv33 L`a��n[ J - LL 3 a L s Z 0 �o 19 tm� o O :SO co � O J N'0 C�_J W U) 2 -. oo.:� �Lcj o Z ILW N m Z W N O U O U � N Z ❑ 17113 V M � z Goo z o J — LL � N M z a 0 LL a--J (V cry W N OLLJ N �U') p c F— cn U .; W J r- - E — 8 °iiiiiiiiiiiiiiiiiiZ ml` l L .. U o N c U' ¢ o ® 0 N 14 co o w M co i 2 O i ZZ E U_ Q E 0 EQS o W, > as Z® wCU � I— ns 0. KO as SOU 0 OQ N B L ao wZ � ro C - N .y "m m OZ Z Z �v, -� < ° aw Z Cn o z ao U cp 'k a' Z r = F O CD J W F O � zla a � 3 C O 0 > L.0 iu m ^, W m 0 0 O Ln LO V > O C:) � m o E N r c 0) v_ N _ T 2 T 04 LO r U-) � T M r f;V M o z z 3 E O N Cn a U 0 q p � JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 3.1 0 00 c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� TOM — — — 1-011 - - - — — — — — I_ - 15'-0" RIDGE VENT 12 51 / 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6'-0. T-10" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) ------------------ REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 T.O.M. HDR HGT. p--------------------------------------------------------------- — -- ------ V TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 3'-0" (TYP.) (TYP. ) RIGHT ELEVATION - Al SCALE: 1/4"=1' 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. � O J Co M f Etltit/t ���,,.��0\1�►�i�E G� (0 •. C4 s 0�� tv '9O F E S S 1 O� filiil1111! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W Lo r— v E o co Nampat N N # LL O .31 N Lo a- - W N O u_ d — 0 0 JLL a 0 Z_ o W cfl Lr O -J Z L IL U) , o oo N co Z X N O 0 U vvi ZW O ❑a❑ M � z � M o g cNo z CC J E3 t+ ' N M �p � a LL 4-1 [/, Lu O � w o c w U W J °+ — E — 8 = u) c o ® Q b w m "` o a � J L.L. Q E O0 zo zo oa cu ¢o ao w� o o 0 O E N t woo �°Z a ir e in ¢z U mo Z N J m <a ¢w �z cn N o go a fl. LL �o m w - � w = r O � oIaTT°0 a z 3 O L n > Lo X �L1 W m >_ Ln n/ U LO <C _he ° O CL I— m � o � r T� 04 v_ 2 I r Lo U) rn r r c N M o Z Z E O cn co a U � Q p � JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP CAP 2 2" *NOTE: cv 1" 1" RADIUS iv FOAM TO BE USED _ ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS CO REQUIRED BY =,N COMMUNITY 3/4" RADIUS 4 1-54 iv 00 SPECS. IF NOT, I2,'I ih CD DETAIL TO BE 1" 2" OPENING VARIES 2" >� BUILT W/ STUCCO. 1/2" RADIUS N 1" 4" VARIES TIN EDGE OF _ 1- OPENING VARIES 1 _4 o �2, VARIES 1 1'-4" 1„ M 12 VARIES iv SIN T 1 1/2" RADIUS c� 2" 4 3 2 1/2" RADIUS - 34 4 MIv �� T00 M CD 'Q _ VARIES i2" 32" 11 32" N Ala ,,, ,,, 1" BASE • BASE T IN 3 z z I �T1" 1„ 1,_8 2all 4 N / • o �, N rn N N 11„ o 2 *NOTE: VARIES 8" 2" FOAM TO BE USED cfl 3„ ONLY WHEN REQUIRED BY COMMUNITY �" SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE 2" 2" io BUILT W/ STUCCO. 24 • EDGE OF OPENING • ' To the best of the Engineer's knowledge, information and belief, 1-1/2" THICK 1-1/2" THICK O the structural plans and specifications contained within these �y drawings comply with the 2020 Florida Building Code - 4" 101, TCN Residential 7th Edition. Engineers signature and seal is only for rio" 6" the structural engineering portions of the drawing pages bearing Engineers signature and seal. 2i, N M 0 oo 4 �` o n 0 rn00 ai "wa W _ IN fY n � 6" cn co W o m a 4 �mNco m0 t` W W _ W z N 2" 4, 3" 2" 2" N ¢ Q "M Z N N zCi rn O M / > > LL Z 6 -j W ❑ ❑ ❑ 1-1/2" THICK 32' z N 21 $ m donna 4 z eo10 Trrj z � 2'-4" 1'-101,— T 52 1' 5" 52 c/) z 'IN 5q" 1'-4" 3" Ml C!? o Tiv a--' U, C: % r6 w rn 2 o U _ a" 1" 12 VARIES VARIES O LU N to c w 2aC14 n U EpN ,y U zl�... VARIES VARIES Y I� • 4„ 32 Q4' _ - 00 r--------- �A ca E N OPTIONALKEYSTONE F11 OPTIONAL F11 Q O KEYSTONE U > 0o a �e CV (V _ o < o eo _ ^ Y4- o a o a 00 Qs Q 12 44' io v 4)Y4 N w o w —�— 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING �� 2 ro I2 NOTE: U , m N cn o� Z' N • INSTALL OVER STONE, TYP. 5 0 o < • FIN. TO HAVE TRADITIONAL 0 < 10 VARILOOK & SMOOTH FINISH W a 0 F 3 ES • FOAM/ EPS MATERIAL IS Rio • • i ACCEPTED pO w Y 01 Gp a o C .< NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 1'-4" o Q = SMOOTH FINISH 14'12' 5a 1' 3 1 f2" • FOAM/ EPS MATERIAL IS ACCEPTED 1z 5j > L.n 3'-8" ��� iv m m 4„ T-0" 4„ 1 10„ 1, 4, 101, `� C Q LO O _ CV CD U L 00 N - U 0 N o0 to o W CIO (O 4 b- r N T r T — O LO � 0000 T r LO co o bo o • CID E z z N M M c E Q N C �Q, U J Q J JOB NO: 21-1079 z Ell 10i 1" SCALE : AS NOTED GENERAL NOTES: SHEET N0. M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • 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 n 200 amp 150 amp UNDERGROUND Dis POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 150 AMP, 200 AMP #14 copper to lights & outlets #12 copper to 20 amp clos #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground 'Y� al�ll V 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lr1h SPECIAL PURPOSE OUTLET M. DUPLEX OUTLET IN FLOOR K* 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN (Q% EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) C"' CHIMES (OPTIONAL) 1-0 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Ta TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL _ I 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 WP H.B. GFI DISC. 'ij " VT,,' A PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER IJCLi I 111-11 CU r\CI_C r- 1 MI-1 LC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIFY METER LOCATION WITH ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" M �l N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 vE O M Q 'n n N O N � � LL ® ul Wm w J as ",- Lu to iAt'-r-° M v Lu a - a aS to LL LL Lu a. Lu 3: Z SOY L l6 ti; , N co FO0 S O W 05 9? Z IL LL LO cc') o ENO N O U v (0 M � z N o Z g N z ti � � Q J N M z � o LL +-j f6 Lu V Oruc U W J EWA 1— — E U o N o I� ti o CIOz W co M z p Z U_ ce E z� o jNN Q N Q 0 cu 'j Q= Z ® �o (6 I— CI CIL O E N 2 U U < az Qo V O >U oa az It 01 ao m� Y U o O' Z ZQw J aw z cn iz °off Zz go a w 3 K o �� S k I - O w� LDo moo' O � . ZQ a= ou=i Lo W � c� Ln .> O N .-. Q C Y o O 0 CO m CO � o N '-) t 0000 T T L.n 0) E E N CM �i o Z M Z E O `° c m a E U � Q co c JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 4 EA ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators I (ZoneFloor 1) 2373 2278 325 1139 81 570 435.0 138.0 573.0 I **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: Y4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ,i 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. 9) W E O M 80 U) r` r- P # N N N iI C # J (0J t 7 �; 00 y M yrr o # , W Lu a_ � C� d Y J LL LL °- z N Vim0 ' .0 '�Nco W ELO co Q ���rn ILW ¢ a IL�_ N Cl) z ixN 0 Z ❑ ❑ ❑ Cl) M O 0 N � J Q N n E3 M V) Z� O `✓ Ll. N C) s-oft �0 LUYZ V LLI J E L U3 MonV O y Q 0 ®00 • Q N O O J w Mz o z z < J 9 C zo -0 WZ > <c�u Z® 0a F— fd Cl 731PO E 52 U �¢ p oQ NfuZ. o az �w L C C _ z p Y U m0 O Z z ro Q W 'T LL zN Z 5z a mW ¢o oz �� O a¢ =� ID �O Oo V zl¢ 3 2 C) N >Lo L 12 cc . _ a L.n N aa)) .-% > O O r1 0 (J (D jl \ op O r co N U) r r rn r E E M N 0 z OU) cc _ ii 0 _j a 0 _ JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 5 s w. 5 c c v NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 6'-0" 6'-0" 6'-01, 6'-0" 6-0" 5,-23g" 8., REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 3'-0" v W z U.N.O. -)4 w A `n S3 H.B. CD BUILDER TO (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL 10 O 0'-0" 1 I PROTECTION WHEN REQUIRED ■ I :: :: (; : PER FBC 35%4' 20'-6" 3-1/2" MIN 3000 PSI CONC. o N I SLAB FOR HERNANDO _mN rh COUNTY ONLY S3 I S3 3-1/2" MIN 2500 PSI CONC : SLAB OVER 6 MIL VISQUEEN 2'-74 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" - ■ I CJ :: I GJ I : BEYOND WALL CJ I o I 5'-3" 1'-10" 3'-6" N r � I O I I• N I o� r� (2) #5 REBAR VERTICALS w/ in - - - - - - - - - - - I + i �°° :.:.....::....:: • v PT. OPT. D M FILLED CELL I I o 3 1/2" 2'-6"x2'-6"X1'-0" FTG G W/ (3) #5 E.W. S3 �._ ._ _.� �T 3'-5„ SLR (2) #5 REBAR ;- 2'-6" x 2'-6" x 1'-0" I AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A CC : / I S3 FILLED CELL I o0 / S3 I CJ CJ — - 0 ...... I 28 z ■— 4'4" °' G51 2'-6"x2'-6"X1'-0" FT W/ (3) #5 E.W. _ I 4" I L o (2) #5 REBAR ih INDICATES FILLED CELL w/ 3000 PSI I / I PROVIDE Y2" x 9" 11'' CONC. GROUT FROM FT. TO BEAM / //�' RECESS FOR FRT. POOR SLOPE I —� S3 LO VERTICALS w/ in / / TOP OF CONC./ PAVER T BE 4" W/ (1) #5 REBAR VERT ABOVE SLAB / / HVAC CHASE 4'-0" 4'-4" 4'-6" FILLED CELL ( TYP ALL PLACES SHOWN / i / @ BASED ON � 0'-0" BELOW FIN. FLR. / ■ • . ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED / i LOCATION I ..:::::::::::::::: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / ::::::::::::::::: ::::::::::: : ::: :::.. ISTEEL" /i/ ......... 1 ' -----.------I 4'-0" 16'-10" "12'-10" o STEPS AS PROVIDE 1 %" RECESS / / REQUIRED PER FIELD I FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR OPT. , '• ...... """ ' "' ' LOW WALLSri icJ: 10'-104" " ' ' "" I CONDITIONS WIDTH / i/ • CJ r------— — — — — — CJ REF. ICJ ■ CJ- -F.I ■ /�/ ------ ----- I T�—i�___l--_---- C 'D=== — — — — — — — 1. I I — — — — TYP@ 1 ASETOIS .. t.... I I D.W. 100 t t lit STORY U.N.O. A iV T S3 /// I I LO SINK / DISP -3 1/2" I / / / / I t 10-01' I L_ — — / 16'-0" 2.-.. 6'-10" ■ M 0 o — L--------- f 4---- --- —+-- --------- ---------I-- —----t--------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111 ■ ■ ■ ■ TYP @ 1 STORY H.B. U.N.O. A S3 1'-9a �. 3 -2a �. 5'-0" L 5'-0" L 5'-10" 2'-10-.Q 4" 1 5'-11 5'-4" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-0" CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 #5 CONTINUOUS ::•' '�_ REINF. SEE FND. FOR QUANTITY \ #5 X 25" X 25" CORNER '� ; • '� ',� �' '�;"; �_ BAR ONE FOR EA. HORIZ. REBAR, TYP. ' U.N.O. *"Alternate: - The reinf. bars shall be \. • • •. • • \ \. . • %• cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r� -sue, ,,=��c%$! s it!€Ellie � �,,o I � f ryf g ,. ..... C, • �✓ C7 �C `1 ,� • o s �• f ` „ d s • o i"'t� � �.. •b 0 a S :� B 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IN W Q c E oo o 6, N N T # LJL C J 0 L0 ems.. 7 N it LL W QN cNn V LL° Y 1133 � L`� ° Y R0 L« O o -1 0 -1 2 `¢ W WZccN mo.� U) a IL IN.� Z d' cn o U U Z O ❑0(] W z N o g z co N z � � J N M z v - W n A l0 U OW O fCi r— cn v W J U z �S I o I ID 0 ¢ o soo co Mm w co O Z 4 U- E Q E O v z o o0 N QN z® t� K o oo _ O B _5 ¢ O o dZ N oo o m� U) c _ C o o' zr '< 65 a� J m Qm w �z to z o ¢ zo ¢ U 2?C. Q SSS U w� a� a mw =r O v ila aF ° 3 O C O to > Lo L °1 cc c� . � 0 o L� M Lo LL Q ,� > o O m o t— = N � It C14 LO r U-) 0-0 r E tV CM Z CIS z E O �; cc EL E U ° Q p -j JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 6 RSH E DESIGN CLADDING W NDF PRESSURES AND SUCTIONS AN ROOFOHEIGHT 15 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 --, ----r,---------- , ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ®I a' ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: j Q I 1 SHINGLE: %s' EXP. 1 (2%6) or 1Y32" EXP. 1 (3�6) I® I TILE: 1%2" EXP. 1 (3y6) IQ I I NOTE: I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS-� 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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. T\/n 17\ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 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 1 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/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 *` 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) 1 GT2 4060-M 3770-F 3500-M 3240-F w/ (32) 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 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SPi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *`* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" 0 �1 \ gg p F99 eef9MMRR/dd� Rl. ��"$�,BtIlI FEt fi'BSr Zz .—j < OpESS)0°��' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LU Q LO ti EOD O M 8 N r ar ® is m N m 00 - W W 7 a ENO ,j U) aW JLLiL Wa UJ � 0 @-.` ow I Q° �ca8, O � W @Ncfl - O °Z° LLIY 5 a 00 N MZ >Yrn0 O U v -_' en Z W ❑�❑ V M � N Mo O O � n Q V^)' N P� W o LL 1 ' C W � Q U t3 O r.su o (a r— iq mi W J E 3 I C1 o n C U) a° N • sm o w M o z z¢ Amr J UL E n p zo QO z �ry z ® ❑a t-- n7 CL JC OU U 0 OU p O E CV L a r ¢z ¢¢ O O wz K Vi - ¢OZ Q O Y . m F r z , C/5 Qi J m Q W g W Irm oaw Z�oz azW 0 w aE V' a� ZIQTU o� 3 O C C)i > LO d) nl c� 0 0 Lo (1) N Q C Y ` O o Qm (D CO r%.. o E N r o N LO 00 E .E N M 0 M Z 7 E O N N cc d E U J Q J JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load A Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 9� - lmrwi �c 0 0 MEN 81`44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM dt GROUT SOLID "1`.r. O N LU ' � J U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J lL 8F 16- B/1 T a 00 N Z QUANTITY OF tNOMINAL. WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cif p 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. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. REBAR AT TOP ALTERNATE POWERS MIN..((1) REQ'D CLEAR O STEEL LINTEL a e d .M.U. #5 REBAR AT TOP rl a� n MIN. (1)REQ'D ° 4 1.1/2"CLEAR a � a 4 GROUT - c U) J Q ° C.M.U. 5 REBAR AT = U) w a O BOTTOM OF r- to Lu w W 0 1 0-41 LINTEL CAVITY U) LU X LU \ n -BOTTOM 0 " v REINFORCING M ¢ t7 M J 18"ACTUAL PROVIDED IN LINTEL Z O w n ¢ - C3 � � ¢ a D D <1° �, �° #5 REBAR AT B( AS INDICATED MINAL WIDTH (VARIES) n 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/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL 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: %4'=V-0" rr�l 2 c� off, Q / ¢'E a��4a at i b� p t fitR;l it/i �iFt�ll 1,1 No ` o tiv °ytoe:+r.° 6 ZJ n ��=il'rebit4 F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N (^ Q � o E CO 8 cps xt 00 N 6 m# LL a N a �r-r�ZR L w _ ei(MO v am Y LL Z N co O W0, OjO' d ¢ ¢ L a L O V U � Co (D CD M 0 0 Z m N Z o rr/ J - Q N N N M Z � o WTMI L 4-1 (a Cn w � m O w o Ely U w � F-- - E 0 8 rs U 0m O 0@ N �16 C co M co z 0o1Z w J •n s n LL- c6 E O z o oo z o <� z® tc6 V o Cwi o - C 0 E aF O 0¢ N t L o 40 a �� (6 Cy �m 1 O Ott Zo< U) J �� <w ZZ z Cl) F Z go CL U ' � ¢o a mw �G o� w �3 > o co V Z. a ° Ov a °O > L.0 L � m co 0 .> 0 N Q U o O � m &_ N f6 O /!1 T LO 00 E CN M o z z E O �; c a U � Q O ,J JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER E. US SEVERAL L NEW PRESSURE TREATED WOOD ALTERNATIVES H 0 A HA VE BEEN CREATED TO REPLACE CGA-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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1, ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1,2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2,1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1, 3. ALL DIMENSIONS PERTAINING TO HE LOCATION OF REINFORCING ARE TO THE L O S T 0 C CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" 1 X. 3 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 it WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. 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 GARAGE DOORS = 140 MPH) MINIMUM. (V 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 160 +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, U.N.O. 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 USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 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: „ „ 1 �� 1 ,� FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 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: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH SEBTSNZEDAACINOLBOLTS: A VAISTMA307 (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 OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE; SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 1 "-0" away from the building side walls. 3. Irrigation/sprinkler systems including all users and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318,1.1 - Initial treatment shall be done after all excavation and backfiil is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 -Concrete overpoulr and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. _0L L /t iE+k 9:8yi� g' )110 4- a ty ,teat J car M m 4 .�o e L0% 4„d O b�0� b 01, lI �. 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. N! W .M milk `S r CD E 00 O M S N ti N J 0 y M Q rnr-�° LLwa N V Y u- a' 0 L 'M V 3 �0O Lu co 0 m g °' W IMLun � ¢ Qa :: N in Cl)Z 0 J co OU W W ❑❑❑ CD N M 0 0 ao chi CD� < r J - V N M � 0 n)' W CDo f>3 sra w Ow $ Rigw U e".,. m C) o c co0 d o ® o w M o z z � aE 0 w o K w� }z Q ?® E u t o B N q= X OU r� ¢ z wW 0 0U o oQ W w L wo Q ra _ e Z U tim m O Zz J am �w �z MENQ u� o Z go a �w U ire ao �E z� �- =3 �0 O coa �t Li =�< ° >Lo L � rn m ^1 W m 0 .! Z3 O Ln LO > N Q C U 2 CD /1 0 n �p Q0 I� O T co O i LC) T LO r 0�0 T E E M z m z = O E N � c d o U ai Q 0 c JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. SN Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x— + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° } 1/8" gap ° 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-0 11 at bearing. TANK -LESS W/H CORNER OF HOME GARAGE SIDE o.5'-0" 10 STUB -OUT FOR GAS METER O O N H C G 000 a 1'-0" 0 9 ' O U O • 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. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or GI ulam Beam Boise Joist Blocking Use 3" (10d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES _\ D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM vi w cr ¢ STD. 90° CONT. #5 7 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 21' min. 2" max. � 4 max. Clinch nails when possible Tight fit —J-M 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 1,V 2-8d 5-8d 16" 2-8d 6-8d BC] 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide 1-1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. ❑ z 6T A 1%" ROUND HOLE MAY 6" 1 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: DO NOT CUT HOLES LARGER THAN 1 z" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. SIMPSC w/ (22) ' NAILS 1 5/8"D THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 4 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist p depth I I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) • SEE PLAN FOR °. a .. FOUNDATION INFO STEM FOUNDATION GRADE a r-REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE CID \ •'a. • 11�\ d 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 as d ° i as L a d Tr T Q SEE FND. PLN. SIZE & REINF. /I I z Q ... r C-3 i L. • `°� � .,eq •...... •tom �,. O E 5 S 10 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. to Lo 1.o " a♦♦ O M 8 R ,�„ it N J V co In " W 0 i, tli NNo— u- a a U_LL a L L N V 13 _Z �� o W ='6 64(0 LL O J �d a a Z N N Z W Ln O co LLILW OU U of W ❑ ❑ ❑ z N go z Z n J a. N M N(D z 0 u- 4-, 0 LL, o c NLn M v w m sp1--- J E r = r it o A¢ r, o M w [) J z O Z Q 2 E 00 ZN O E V F-'- r6 go x U Q oo o o E N ,� i a o w ZO ao a z w w ::3 V) O ox U 'o m� o o� Z z aw a OO¢ zo dO Q U LL �g Z �w =k O Q Y w� ao co `3-zI < 0 3 N 0 > Ln ui m nL W m O LO N m V O m o T o N U-) N L/ r T i T 00 y u, M CV in.Z o z E O 2 r_ a E c� Q o J JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. SIN 1 7/r ,v/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /„ GYP. TYPE'X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'4" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2u GYP. WB (MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 1 APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C. NSULATION PER CHART ON FLOOR PLAN MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD ) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS SIMILAR AT FOUNDATION ONLY"SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6111 x W1.4 r r 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH ``' `'' ELEV. 0'-0" AL (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° ° a A.F.F. O.C. 0R 5 10 WEDGE ANCHOR 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 /8"x INCLUDE THE WALL TRUSS @ 24" O.C. U.N.O. ° /ri-I - a t7 @ ) WWF OR FIBERMESH MENTS Will OR FIBERMESH O.C.) H t° r a° a a z 31/2" MIN. 31/2"MIN. =1=1 I rI —y HURRICANE ANCHOR @ EACH aa ° a a ELEV. -0 -31/2'' =1 I-1 I-1 ��•=1 I �I I=� ° A.F.F.TRUSS (SEE UPLIFT SCHED.) W/ -.. A a-;1I 1 I I —I° 12 METAL PL. UNDER EA. TRUSS III=1 I=111=1 1=1 �I I =11 I� 11=11 I-1 1=1 I I I ° a ° ° a 2x4 CONT. Q a / _ _ _ r a I 4 a a 4 a ° N P o e �T 3(miP4- _ 9' 1/2"(min.)- 4r, (TYP.) VARIES MOISTURE BARRIER .I IrL��1 11 �111 11� I �1 ° I� ^ r ° • —ITri _�' 8 III _I j]�r] I I —III I II I I GARAGE DEPTH VARIES a 31/2"(min. - 4"-1� — � 31/2"(min.) - 4r'-a SHINGLE ROOF " — = a ° a o -1 , �_ _ Tf=j"�T_'�_ T�=1 fi 1T` — V__ — ME ROOF SHEATHING - SEE ° ° a 4 2 #5 CONT. - `1 I �I I ICI I1111 T T 2 #5 CONT. 111 TI I�� ��I INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING () 4" 1'4" 8" () 417rlr 8rr FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MIN. SHEARWALL C TYPICAL BEARING WALL @STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4' 1'-0" S3 ° ° "= " ° — SHEAR WALL SCALE: 3/4 -1 0 S3 , SCALE: 3/4'-1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEET SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C CEILING & 8" O.C. WALLS 2x STUD 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR " 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) FILLED SOLID W/GROUT 1 x P.T. STUD PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N 10-0 (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90'HOOK (SEE DETAIL) PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ 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 Zx P.T. PLATE O.C. , I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#} (6) 1/4"1 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1NAILS SPACED EVENLY FIBERMESH w BOLTS 6" END OF 2 MAX FROM WWF OR FIBERMESH N ARCHITECTURAL w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED BAR o „F I M v v 1x2 PT WD FURRING 24" O.C. FINISH TYP. '- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR I -I -I n @ ASSUMED FINISHED i _ u GRADE 40 MIN. F =40ksi � D 1/2" GYPSUM WALLBOARD GRADE r d e D ' z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy-- 60ksi] _ 1 —� m ° _ o 1 # V z — — p FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a U.N.O. () 5 ERT. IN FILL MONO OR STEMWALL ° o. I— _ g ��'( I I iTl ITI LTf CELLS (SEE FOOTING MONO SHOWN o - j77 - LU — n — III— �7 UU I L • • —III—III—r D °° 00 D ° —I I I —I — I I—_ -' R 1 7/8 L 1 — FOUNDATION PLAN FOR CLARITY _ _ _ _ 6 MIL VAPOR BARRIER — °n. " �— _ #5 REINFORCING BAR FOR LOCATIONS) p p o ° D I —III —III —III —III —III —I T _ 1 1x4 P.T. BASE NAILER p ° ° III=III=III=III=III=III= ? III • — #5 LAP SPLICE I- 4 x4 INSPECTION NOTE: ° pD o - —III—I I — I—III—� 1 2 _ MLLJ;:�,-I_ (2) #5 CONT. 1/4" BASEBOARD PORT AT EACH g (=III=III=III=III=III= ct — P ° _ = 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1- 34" 8" *FOR BEARING WALL —I r COMP. SOIL. (COMPACTED TO I �r� FILLED CELL TYPICAL = =I =I = = l : 95%MODIFIED PROCTOR ASTM 1 = - � 10" (TYP') W/ UPLIFT ONLY — — — r MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ _ —_ I— � � � 11= M AT GARAGE CONTRACTOR III=III=III=III=III=III=III=III=1 1=1 1=III=III=III=III=III I D1557) — I —I r I I —I —r I Try #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn =1 1-III—I=1 I —I I—III=III—III=III=III=III=1=1 I=III-1 4" 1'-4" MUNICIPALITY. � TO CUT BLOCK OR POUR � �—I � �—I � I—III_-III=III=III=III=III-III � -III—� I � #6 LAP SPLICE CURB DUE TO SLOPE — — —I—I I— = TYPICAL INTERIOR BEARING CONCRETESLAB W/6X6 will0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" rr_ rr_ r_ rr "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0' S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 M1= I , o [ 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FALSE BEAM w/ (3)° =1 = _ �7 31/2" WWF OR FIBERMESH Od NAI SOWN TO T USS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR —I I o 1 r z min.) 4" C a _ AT 24" O.C. MAX. FOR TRUSS a a CONNECTION INFO —� BARRIER c • �• 4 N v GRADE SEE PLAN FOR �' e COMP. SOIL. �I °O _ _ — — — — — — TOP OF BEAM % % & LAYOUT DESIGN a a — (COMPACTED TO 95% —I I I I 1 _ — — — — a —1 I I . I III —I i I —I - — — —a " v. a d _ rn T _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN _ _ I I MODIFIED PROCTOR S E N NCLOSURE - d r�„ M ASTM D1557 -I I11I I I= 11= 11=.� I I=rC—f�r�� (2) HTS20 FOR STRUCTURAL Nr Ey „ -I I_ I I III=1 I III ; .III- BEAM SIZE & CONNECTION INFO �, I d 4 11 (2) #5 REBAR CONT. 3 MIN. CLR. � 1 � � 11— 1' ON 3" CHAIRS TYP. -4" (1 STORY) STD. 90 HOOK (SEE MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 P T 2x 1/2" GYP. BD. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �* g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE " 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS III S.G.D. M 0�-,_0„ J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . � .: e INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT _ a.`. a : -3 1/2" COLUMN TO PORCH SILL w/ 1/4"" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _E a . ',.A •' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z �; r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS c _ • • ^ '• • M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/DRYWALL SCREWS @ 8"O.. C INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD _9 d MAT REINFORCING. A. ' ' ' '' CONT. FOOTING STEEL M _ _ M �� _• d— Jill PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN •� e.• : 4" �' oo -1I� •.. 'e.• (MIN. SHEAR 180# MIN. TENSION 120#) CONT. BEAD SEALANT �_ CONCRETE SLAB E = - M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 00 ? GRADE ___ = a a = a_= .` �� •• � -� �.. T :. I� '• I °Q 4" - 6 x 6 W1.4 x W1.4 i`I SIZE AND REINFORCEMENT) —III— I ° —III —III—I =1' III I — i ' �—T I��II .. I I- -, �• a r r z =—III— °• III III —III —III l :. •.' :` I I —I I '.a. .. ; . ' —I - _ °° WWF OR FIBERMESH `" CL w o o W w I11I I I1=III=1I z ri—ffi ,i -II1=1I :'�::' �I I I-1IF (� I=1 �, _ a — BRICK PAVERS or SLAB PER 00 = -III=1 �' `t- • ° a —_ —_ _ z < i� SEE A/S3 OR J/S6 111Tf IIT I _ ( SEE A/s3 OR J/S6 -1 II�1I I I 6 MIL VAPOR —_ — ,--1 — — _ _ _ _ 0'-0" FIN. FLR.A= COMMUNITY SPECS =1 =1 = — a = = 1= I—=Uj FOOTING III— III ,, I I I I r— 113" BARRIER _ I I-1Tf—I I 1=T 1T=1 I I r =11—I - III —III —III II,,II�II�h-II�h-II�I�I3I� _ — —III —III III —III— I- U III— BEYOND FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO, MIN. CLEARANCE _ I —� 11 I I r rr 1 (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) rr 1'-4 (1 STORY) IIII��� .;.�.�.�" _�...��.-�...�:•,�. ° PAD REINFORCEMENT IN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" (2 ST ( RY ) 4" 4" • °• tl:a SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH * SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS (*'J INTERIOR WALL SLAB STEP NON—BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION, ADDITIONAL INFORMATION. r Cam, I� I� �, iy', •� 0 t. A 7 ,✓ o r < t ° L06 ESS1a tz. 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. 9) /W Q h v E 00 ti O N 4t I' V 0 Lo 04 ON N 0:,J co C CC W J 'L �' N sk" M no°°o a �r- tia � W N O a. M LL, a J O Z L co V W N co K 0 � (1) Q Q Z a Z N M z I D 0 O U U - W ❑ ❑ ❑ U z N o o0 z z o J _ v1 z � � o W 0 N �N W o (6 r— rn U W J E S c � Q N m 4 o W M M J zZ O S < � a E E 8 zz N I Z- <� zo �a M OE N ra x� U aotz <o uc p ¢z M z Y o Z 0 >z J ¢ a zZ h >2 OZC < LL QU a rn w 3 w ao = rK- << Xo njCD CIDO wI~ z4 a F UO3 y0 = Ln L � m ^, W � 0 o L-0 CN Q Y U > O 0 m 0 0 r M o 2 lf) � r r LO E E N M 0 z E O E a IL U Q p JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (T(p) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS .' CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ar- 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/00) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN CL Flu - EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST 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 g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a ° °11 d 11 ° e a d 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 1WR J w o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a SCALE: N.T.S. 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. t)�4��/44!6140/41 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR vvvn i nn�.n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER �(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELDco g 2x TOP PLATE 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. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48„ SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL -J EXTERIOR STUDS W/ (411 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON 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" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. & NUT a t t d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON Y (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C IFFSP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ r-o" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-TS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOL MAX. (MIN. PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. Imo-, E C 0 W G 16� F-10 O�ESS�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. W Qco, c E M S N ~ O 14 6 10 R, �g t M N � nm rnr�� Ma LL W a Y a cum CULLU a U L o _z @ N m M O J Z 00 Nj d Z Z N OU W cn O v� ai W ❑0❑ Z N M z �* J N M � c� - ru W � U O W p ril- w �Ln U 6 W J L U1 U 0 N U) (D ®0 0 smN o co w co co h o Z � LLZ. Q E O E - oz YN a@ 0 v ¢� 0 °� 0 V a� 00 0< z CD N 9 �z 0 <o wz � C _ C z < Y ❑ Nm mE 0 ❑ , zr co ¢w �z Cn ; a o a 2)o Q , L W U ao o� 2h r- r3 O z< a C C)0 > L6 L m � ^1 W @ 0 .>_ Ln U CD N Q C i > O CD O 2 N = L n f LO r� 00 r E c M ° Z m z :3N E (D � U) M _ 0- E a o JOB NO : 21-1079 SCALE : AS NOTED SHEET NO. S4 IT>Tilll I r SIMPSON HGAM1( W/ (4) 1/4"x1 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS �:� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) —\\ IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING �} SCHEDULE FOR SHEATHING DETAIL 1 T 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1Od 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 AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 & () FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2'x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR USS)-0 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL CEI 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO " n n n MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3 @ 4 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 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 1 Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. �S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR =' N X-BRACING, AND TOP f "' SEE STRUCTURAL CHORD BLOCKING N F _ NOTES AND NAILING INFORMATION `D 00 co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES 60 1 1 00 1/ 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 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 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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 DI OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. NON - LOAD BEARING LOCATION D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME PACING � � SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3 @ 4 O/C (2)12d TOENAILS SECTION = 9 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S'CJ 71NIMUM 2x :ROSS BRACING SEE 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 e (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 XO.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 S5 II . 1 ` II °Il m \ 11 II 1� . � ° . °II `11. - ` II 11, 1 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION T 11 it I SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 000RNERJACK Y d Q w z IX 0 U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) '7 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Old NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX 'W BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. El ��I�1II o AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Q I / C � 0iX i U11111 eaFr b- �mN, f'aE'�. v Y �! f d 5r 4 - F s b7 O � •°•...... ••. 4 � `�f�e�is`tiCll1111*01 iL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a LO h M CCCJJJJ N f- U v 0 N N # J O C§ J U N : -'' 'L -5�(n 0 a C/) tnW a Y ojMv Ca L 'U_ a Y 1 Z .�mY � � 5— C'W WHO Z a co N co Wtn0 Z 00 U N W ❑❑❑ M — 00 2-1 z Q� J m 0 AC7 U W L �0 S �N ro NEWL c3 w s m p •... uI wigL U z p N Q 0 • _0 sm CD CD w co co J z p z z 4 � „- Ii E OUCa �o W o z Zo < N Z® oa 0 H rd — C:)E U a` � 0¢ CV L z 'o az ¢� av ro C/) C _ = oY U W ma o� z y 3 Ct 3 '0 0< zz g o a �1 ao �� Jw �� V z¢ a y O > Ln L N a Al W m .> O LO CD N Q Y O C:)r1 0 (D pp ('3 I� O co 6 = N r'- /S\ VT L.C! T ^Y ) i LO 00 T T E c M Z M Z E O 0) co a E c0 6 ¢ o rz C 4) JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. S5 3 a v s L0 rn 0 J 0 i CEO a`) L0 N 0 0 J t� 0 i v o+ c 3 0 N 0 Uf 0 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 P.T. TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3l16"0 X 3" LONG FURRING FURRING 2 ROWS 3116" x 3-1 /2" 3-1/4" LONG X 3/16" 0 FURRING () (5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED IN 16 TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO �� 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL `S I U. 90° HOOK (TYP.) STD. 90' ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) ix4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID CELDLS HOOK (TYP.) f t FACE NAILS 1Od @ TRUSS VERT. WEB TAP DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT Lil METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 I LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/17/ 6" TO PRODUCT BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @FIRST COURSE LL SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ x ATTACH SECOND PLY w/ ' +2„ w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL t5 FNOTCH IRST 2 COURSES AT RSES E TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 % SOLID W/GROUT 2'-0„ 8„ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS f Z1/4" BLOCK HEADER ARCH BLKG. &BUCK x 31/4" TAPCONS • y SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4"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 BRACEI BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ! '. •: '• ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. E N D RETROFIT TRUSS DETAIL ..,:. OVERRAN :�` .•.' , • :• .; • '.• �: CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 314" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X OV TO TRUSS TO TRUSS TOP CHORD ERygN MIN. 4" EMBEDMENT AT 16" O.C. LFN OT rr „ 1-05 -0 SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR SEE 2x6 #2 SYP @ 24" O.C. PLAN + + + + + INISH FLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH ° �� 1/4 x 31/4 TAPCON (1 1/4" MIN. B_g ROOF SHEATHING ATTACHED � + REQUIRED > D D � /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° D #5 BAR 2-0 8 TRUSS + + SOFFIT DD D 10 °® .° ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + D - °� 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . • EACH TRUSS D ° o D KNOCKOUT / c"4 E. CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W! CONNECTOR °� MONO FOOTING ' .T .. D °. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ° 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 TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D z BUILT UP PLWD. BUCK - PRECAST LINTEL STANDARD o ° , 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK iv TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") a BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _, ° 'v INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. - ' \ o - ' o ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM 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 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" i > IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g EPDXY MIN. 6" EMBEDMENT & O0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _0 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE �_: � ° p � A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :: ' ;;:: u o D w REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALFOF MORTAR IN BED JOINT. DO NOT FURROW. :;:;:; :;' u o. I TI l�f- IA I T k I J�J� F a U_ PRESS PANEL REINFORCING INTO PLACE. — "—" #5x6 EMBEDDED INTO u 6 MIN. LAP SPLICE W/ D D I� � g EXISTING FOOTING 2 #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. •.:., .,. ,-,;:;::... _,:..,...,,: ..:..:.:..:::>,.:..... I — — — D ' � I — — - ¢ = LO N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT II � LE DRILL 3/4"x5" MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. `' z_ \ r • D ` ` ` 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 \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN.Of COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. G 7 ° �� _ J K _ C. F L GFESS10V� lilililllE�ti��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E O LO C N # 0 -W N cc ot"a N S,nw W _ QNMI LL LL j N V1 a m 3: 0 C J V� 0 W L O c- L 5'�N 0 W K O J Z LL U5 Cj a Z LO N M Z pUIL 0 U�vvi W ❑❑❑ Z N M 0 0o z co 10 Q o Q J M _ (D 0 a--+ w U O � ,,, o N �N Z:) U w � E m � z� U o N '53 a o ° ®Q e� C:, w CO co J mz o s Z 4 U.. CO E E o0 Fz Zo ¢N Z0 ❑a wo o ru U a¢ <z ° �U °a wZ N L ¢ 0 m ro �j C o. U OS ° o� Z Q W cn N o ZZ 5z a N ¢ g Qo o w ;o CD V w ila a F 3 0 C:) = > Ln L rn !o Al W M 0 0 Ln C Y Q C)Q C o ^' m O E r co N 0) ° = 2 Ln r 0 L' J r E N z° cc E O 0 m a E U _j ¢ a JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. SS W W Z �\ CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX - MAXDIR& ION TYP. � CHORD AT ALL HAND FRAMED AREAS TYP. —WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 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 A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w! (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2)2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE ° W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO -A 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 1Od NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO ys5" fl /I t-�-I'NRARAr'1A1 DRA A-r-rA1-%UIknCn1T 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 r22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN L. FOR CANTI �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a.i HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2`� 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 a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS 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 2lD2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF[WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 1Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 112" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—� Z- (2) 2x6 BLOCKING UNDERFLOOR 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 1\'j DETAILS &SECTIONS C f i -✓'d c ?R40tW 1 is a N F1 �/ ®�O r E SwS 101' ���oli/�ri6iilill+���i�'� � 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 of o r- 9r" ce at i 0 CM .2 a # " W tl) a rn�r`- m v J LL U_ w a LL CL vi ai d U 00 o W Lys 5 N c0 ���� R O W tL Ma N M Z a ¢ G D p p� M z Q °" C i J Vi w ❑oa V co 'P N M O cO to r M (D Q) o LL c-1 r6 U ® a OL N �(/) = . U w � _ E � a z,�W I U o -00 c' ®o O w M z o zi U_ g E ® E U wo o w= z@ Z® Da 9 (6 CL O o¢ 'z R� �� -z N o ¢o �w s _ C < z U yo m� mo O Z F .J , QW I (p cn N ¢ oa Z ao '� T 3 �F _ V -S a li w = 3 O ' 4 Y a0= .1. NO > L.n C 12 nL, W +o 0 ■— 0 Ln x LID aa)i N ^ ' O C)Y m 0 r__ o ■�� = N r Q� 2 00 N T Lo T E c N M z cc z E O cn M a U _j Q 0 � JOB NO: 21-1079 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 R 2) SEALANT JOINT 5) SEALANT FROM g INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 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 S DO N07 BOTTOI FLANGL FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --- OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Pin each detail that corresponds to the numbered items in the list structions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING E0 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK M 2 1'-4" PER PLAN T-0" PER PLAN 4" OR 8" CMU ° a (PER SEAT DEPTH) FILL WITH GROUT a d ° 0 d° SLOPED MUD BED d ° n d VINYL SHOWER PAN H ° SLOPE d n a d a a 1 ° 4 SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu (n m Q g Z a - a a a co LD LU U W W = M QLu W U) 3;: Lu Cn -L /- DOOR ROUGH OPENING - 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 'Al sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Oindividual 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 m 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 RUBBERIZED ASPHALT 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 flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 0 a SELF -ADHERED FLASHING INSIDE CORNER Ground? FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �I PLASTER STOP THIS NATU DO NI CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RE ADHESIVE AS SHOWN) LEASE PAPER TO SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB 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 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0. G n L� rla C J �J L e /I 0 CV rn CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Am W Q d.E O M$ N n it ID 0 L°D w NU)r`r o a Q Z 0 JMou-a-Y L u_ G_ a- Z _ a 5;z Y r @ a O N co W O J 9 2 03 < M < Z LLW 10L a MZ IYN O Z N pU v � W W DOS M - z 0 0 Z co N Z r` da aC J N V) M z (D (1) 4-J rC3 Cn I1J O N �Ln w o C N U) in JK I- v w 8 U o m N 0 r- W Ce M Cl) h o Z < Ili QE.. o E zz MO Z N Q N Z® v Co a= OU ro CL X U ¢¢ 0 0o 0 O� N g ao ww �� U) c �mo Y 0, ZF Zmaw _ c J �U ¢" rn ZZ o Q 0 ¢ LL U a �W U <� ao aE uZ, '-3 = r �O mi o GO b w� _ ¢ a °' .o O = > Ln a� W ca 1✓ LO ■� O aUi N Q Y O ^ O 'o V C (� co) C v_ • /!1 2 T "1" LO T- Lo r r E c N co Z Ra Z E O N a E0 0 � ¢ o � JOB NO: 21-1079 SCALE : AS NOTED SHEET NO. W P I� 6 Mounting Brackets (10 Gauglel +1/2e x 4-1 /2" x 2-1 r ^M BKR Cross Support a (May be cut to W) Right Bill (16 Gauge) 1 iil Dia. A325 Galy. 4Typ'i p p #14 Self -Drilling Screws A/C Unit Sonom Edge Hurricane Strap {7ypicalr3 in front) Washws Front Cross Support Self-i klrlg Nuts (Maybe out taw) Let BrAcket`(16Gauge) #14Set rilingSccemlbfuBrackets Back Cross Support Into A/C Una 80"ont Side (Typical: 3hside far hurricane use) Spel rtr L41.t nn . arc IuafyilW with 614tiuvmteAs'r Elms- st-dal a rate°" on- Gee fall Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1/142021 Product Approval Application Detail . Code Ennis or .gang Data Data Pendhm Data Was Version ManuhacWra Contact Ermine r&U.-ft Valldatad as aIIV dallad submitted FBC Approval Aowoved sal ReA,dw, 2020 Drexel Metals, Inc. Jason Shumate Zachary R. Priest Locke Borden P.E. 08/10/2020 081092020 0802012020 10/132020 Approved Calegury: Roofing (502) 303-1511 PE74021 (334) 300-1800 Subcategory: Metal Roofing ishurte@drunnat-com m Compllarwe Method: Evaluatim Report from a Florida Registered :phi a a Licensed Florida Professional Engineer Fuw767s•Rs#Muh - "- QualityAsauronm Approved for Use Approved for Use Impact Deelm Sop# PrMpet Model. Number a Name Product Description Contract Expiration Date In, HVHZ OWslde NOW Rindshint Pressure 1 Drexel Metal Roofing Systems DMC 1 WNE,. DMC 15055. DMC 1753. DMC 2008, 12/312025 Yes No NIA -01-180 DMC 5V Florida Department of Business & Professional Regulation P.O. I of I Building Codes and Standards 1/5/2021 Product Approval Application Detail Siglir. EDtlty or . Date Pindlnn 21112 Mad Version Manufacturer Contact Entalnea&Ucalsa Validated ore Validated Submitted FBC Approval ggm vW SfaWs etim Airm2020 Smart Van Products, Inc. Michael Greham Hermes F. Nmero P.E. Locke Bowden P.E. 12/162020 121IBM20 IM8/2020 Approved Category: Structural Components (877) 441-8366 PE-73776 (334) 300.1800 Subcategory: Products Introduced as a Result of in cesmertvent.com New Technology Cgnryllance Method: Eveluaim Report Icon a Florida Registered Architect ore Licensed Florida FC#58?p?agPr�^_ta. Prdes nonal Engineer Sag # - - PrMucr MMaI. Number a Name - Ouallty Assurance Product Description Contract Exolratbn Dale. - Apwovad for Use Aonrowd In.HVHZ Outside for Use Ntl1aZ )moat .Resistant Imo. prpgagre 1 SMadvent Model #1540-510 Duel Function Flood and VenMaton Vent 12/312020 Yes Yes N/A +100%100 2 SmadVent Model If1540-511 Dual Function Flood end Ventile0on Vent 121312rz021 Yes Yes N/A +1001-100 3 SmartVent Model #154(1-520 Insulalec Flpotl Vent 13131/2020 Yes Yes NIA +100/-100 4 sman= Model#1540.521 Insulated Flood Vent 12/312020 Yes Yes N/A .1.1.100 5 3maZent Model *1540-524 10&qua; Garage Door Flood Vent 1273112020 Yea Yes N/A NIA 6 SmartVart Model #1540.511 Wood Will Inulated Flood Vent 1213112 Yes Yes. NIA 1100A100 7 Smart Vent Modal #1540.574 14.5&wit: Garage Dow Flood Vent 12r}12020 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page r of 3 1m2021 CCU Entity or Data Data Pontllna Die LLN Version MaradiaturlL Contact Endnea& Lipase Validated By Validatod Submitted F13C Approval Approved r�FtUs Revision 2020 Therme-Tru Corporation sieve Jasper- Lyndon F. Schmid; P.E. Ryes J. King, P.E. 07232020 07/122020 07129f2020 10/13/2020 Approved Category: Etdedor Doom (800) 843-7626 PE-43409 (613) 767.6555 Su bcaS tegory: n tging Ehrterlu' Do Assemblies slaere spm@tr heatru.co Compliance Method: Evalusfon Repro Irom e in Florida Registered Architect or a Licensed Florida Prdesslmal Engineer '- F1Y204884141raductS - oual Assurance Approeed for Use Approved for Use Impact Del 12" Pradud Model. Number or Name Product DesalMon Contract Exolretlon Da a In III Outside HVHZ Redilstant Pressure 1 e. Thertna-Tru Fiber -Classic end Smodh-Star Nominal 6&#39,8 &qua;Impact&quo; Opaque 12/312021 No Yes Yes NIA Composite Edge Fiberglass angle Dom (mswing/Out-mg; X pmfigunal 2 b. Thermil nber-Classlc and Smedh-aer Nominal 6&#39.1 &qud;lmpecl&quw; Opaque 12/312021 No Yes Yes N/A Edge posite com. Fiberglass angle Dua with Spell (InswinglOutswfng; XO, OX or OXO cangguratlass) 3 c. Thermal Fiber -Classic and Smooth -Star Nominal 8&11 &qud; lmpact&quot, Opaque 12/312021 No Yes Yes NIA Composite Edge Rt ergass Double Dow wish or without SidelTes(Insa' VOutswing; XX or OXXO colfiguretlms) 4 d. Them", 11111011111 and Smooth -Star Nominal 8&#39,0&qua;lmpact&quo; Opaque 12/3112/31/2021021 No Yes Yes N/A mposlte CoEdge Fiberglas angle Dow llnswnghouti ing; X cmflguraton) 5 e.There-Tru nber-Classlo and Smoelh-Star Nor l8&#39;0&qua;lmpect&quo; Opaque 12/312021 No Yea Yes N/A Composite Edge Fiberglass Single Door with adefte(s) lnswingloutswing: XO, OX., OXO configurations) 6 f. Thermo-Tru Fiber -Classic and Smooth-Ser Nominal 88A39b &qud;lmpac%quo; Opaque 12/312021 No Yes Yes N/A Composite Edo- Fiberglass Omde Dow with or whhmt adelltes 0-Ing/Outswin g; XX or OXXO configuretlms) 7 g. Therm.-Tru Fiber Classic and Smooth -Star Nrxninel 9&#39,8 &o-himp-Aqua; Glazed 121312021 No Yes Yes N/A Composite Edge Fiberglass an Ole Dow (Inswingl0utswmp; X cmfiguretlon) 6 h. Therme-Tru Fiber -Classic and Smodh-Star Nominal 6&#39;8&wd;Impact8qu0; Glazed 12/312021 No Yes Yes N/A Composite Edge Fllrerglass angle Dow with &derire(s) in-mg/Oulswing; XO, OX or OXO omtgure[Ims) 9 I. Thera-Tru Flber-Classic and Smooth -Star Naninal 6&#39,8 &wd,lmpaw&quct Glazed 121312021 No Yes Yes N/A Composite Edge Fiberglass Double Dow with or without ad.1has (Inswing/Ouiswln g, XX or OXXO configurations) Quallty Assurance Apwoved for Use Appoved for Use Impact Delano Sou # PrMuct MMeI. Numbs or Name Product Description C-treat Ezolratlon Date In HVHZ Outsidehilla nt Pressure 12 I. Thera-Tru Fib-Claeal and Smooth -Star Nominal OM9,0 &quot;lmpact&qud; Glazed 121312D21 No Yes Yes N/A Composite Edge Fiberglass Double Dow bah or without &idel tes (Inswing/Outawing; XX or OXXO can5gumtio s) Florida Department of & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Iygt Verson Manufacturer Contact! R-I., 2020 PGT Industries Jars Rosowakl Category: Exterior Doors (941) 486-0100 subcategory: Sitting aterlw Dow Assemblles jrosov M@pgtindu Jnes.c Compliance, Method: Certification Mark a Listing om F Ma51-R33 R-}#2 Qr ryjLM' iptlo ],hod t Dis ,ram rldlon 9 SG0.5570 (Large Mlsslle Impaa) MW Sliding pass Door Page 1 of 1 1152021 entity our Data ante Data Pending .Data Erialmesr&Ucense validated By Validated autenfirted FBC Approval Approved Status Merril de BCCO -CER Mini Died. aCCO-VAL 11/192020 10262020 11242020 Approved (786) 3152590 Qualit As�srance A�oved rUse Amf�d for Use Impact Desist Contract Date Date IO.HVHZ OOutsidesi eHVIZ B43W9Dt ir1981re 04M4/2021 Yes Yes Y. A January 14, 2021 , PRODUCT APPROVAL SPECIFICATION SHEET(2021) .,,,,n.. .w-...._ .-„w M.,..-,m ,.... ........ ..........,.-w,.,.. ate,,. v,. ems.. ».._..., x As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru 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 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40-0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 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 12/3112023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) J i € i r:-...,..,..,.,,v.e,«....,„:.,,..,-.„sm:...:.,,. _... ., .,..,, .. . _. ..,:,..,:, .,. ...-...,..,.. ,.. ;..._..., ,..,....., ,..w_:..: ..., .,..:., ...... ... .........,..v.. _,.. ..- „,_<.,..-.ma..:...4. ,.,P.,..,..... ....w,... .. .,.,. .:. ,,. .. .. ....._ .K ,. .,-,.,. R.,.,.,.„..,-,..... ,.:a...._w,...,.ro.....<».e n .. _.....,.. »:,a.., .,:..m,.n.»5,.t,.. .. ,.. <.... ...-,,,..-.... v.» .-.<..M..Y.:,.,.....»,,.-.n.Yx..,.. .. ..<..,,..,.....,:,.«,...>.x...,,-.a.:,»,-.-„s-T,..,,a..,,� µ 5 APPLICANT SIGNATURE DATE .......... _-. __ _ _ __ _ __ _ .. _......- --_ _v - _ _._ ..... i i f Florida Department of Business & Professional Regulation Pagel V3 Building Codes and Standards 1a12ort Product Approval Application Detail ssut Entity or 20 291 Dot. P.ntl np � 7yge version Manutaaurer Contact Fmmroar&Ueerrse "IdatedN validated Submitted FaC Approval Apnraved status Revision 2020 Therma-Tru Corporation a- Jespersm Lyndon F. Schm; P.E. id Ryan J. Il P.E. 07232020 07/122020 07292020 10/132020 Approved Category: Edal Doors (801843-7828 PE43409 (813)7978555 subcategory: Swinging E#erlor Doer Assemblies sjasp.rsw @ea matru.co Compliartu Method: Evaluation Report from a m Florida Registered Arai ora Licensed Florida Professional Engineer Dtalh; Assurance Approved her Use Aoprovedfor Use hnoact Design Send produad Morkt. Number or Name Product D-JOIJon Contract Emirstbr, Date in I Outside HVHZ Resls n Pressure 1 e Thera-Tru Flbet-Classm and Smooth -Star NommN 68sli &qud:Impact&qud; Opaque 12t312021 Yes Yas Yes WA Canpmfte Edge Fiberglass angle Dow (Insvnngl0 tswnng, X--ingu t n) 2 In Thenna-Tru Fiber -Classic and Smooth -Etas Nominal 6&#39,8 &qud;lmp ct&qum; Opaque 12YJ12021 Yes Yes Yes NIA Composite Edge Fiberglass and. D.-ith 51dellte(s) pnswlrtg/0utswing XC, OXcr OXC ccntlgurallms) 3 e. Therna-Try Fiber -Classic and Smoolh-Ster Nommel 5&#39;8&qud,vnpact&quo; Opaque 121312021 Yes Yes Yes N/A Composite Edge Fiberglass Double Dow with or without Sldemes (Insw'Ing/OLOwing; XX- OXXO con"guratims) 4 allThera-Tru Fber Classic and SmominSler Nominal:8&#39;0 t&quol; &quw;Inp.cOpaque 121312021 Yes Yes Yes NIA Composite Edge Fiberglass Singe Dow (Inswing/putswlnp; X;config radon) 5 a. ThermalFiber-Classic and Smooth -Star Nominal 8ad*g.;O &aisocimpac quo; Opaque 12f3l/2021 Yes Yes Yes N/A Comp"Ke Edge Fiberglas Single Dow with adelite(s) lim-inglOutswing; XO. OX or OXO co liqurstlwrs) 6 f. Th rma-Tru Fiber -Classic and Smooth -Star ipml &#39;0:&gUohlmpact&qua; Opaque 1MI2021 Yes Yes Yes N/A Composite EdgeFiberglass Double Doer with m wlm cut sidelnes (InswbglOulawing; XX or OXXO configurations) 7 g. ThermaTru Fiber-Classlc and. Smooth -Star Nominal 6&939 8 &qud;Impact&quo; Glazed 12fJ12021 Yes Yes Yes N/A Composite Edge Fiberglas Single Dow (Inswingloutswng Xconfiguration) 6 h.Thermo-Tru Fiber-Cl.ssic and Smooth -Stir Nornmal 8039;8&qud;lmpaa&quo; Glazed 12r312021 Yes Y. Yes NIA Composite Edge Fiberglass Single Doan with Sldollte(s)(InswingfOutswing XO, OX or OXO configurations) 9 il Themil penal and Smoo Star Nominal 68#39;e &qud:lmpact&quo; Glazed 121312021 Yes Yas Yes I Composite Edge Fiberglass Double Dow with a Without Sidelines (Insering/Outaleing: XX or OXXO mfigurelims) 10 j, Thermal fib-r Clasetc and Smodh-asr Nominal 8&#39;0 &qud;lmpad&quo; Glazed 12/312(121 Yes Yas Yes N/A Camposte Edge Fiberglass angle Dow (Inswing/Outswing; X cartguration) 11 k. Thane-Tru Fib-Classit, and Smooth, Star Noninel 8&#39;0&qud;Nmpact&quo; Glazed 1213112021 Yes Yes Yes N/A Corrnppste Edge Fiberglass Single Doer with Sidellte(s} (Inswing/Outswing: XO. OX or OXO configuretlors) 12 I. Thema-Tru FJber-Classld and anodh-Star Nominal 8&#390 &qud;lmpad&quot; Glazed 12/312021 Yea Yes Yes NIA Composite Edge Fiberglass Double Dow with or withoutadomae (Inswing/Outswing: XX or OXXO cmllguraliol 13 m. Thenna-Tru Fiber-Classlc end Smooth -Sher Nominal 6&#X;8 aqud;lmpect&quo; Opaque 12/312021 Yes Yes Yes N/A Composite. Edge Fiberglass angle Doo with &W d;NM-Impact&qud; Scellte(s) (InswingtCotewing, XO; OX or OXO configurations) 14 n. Themla-Tm Fiber-Clasel, and Smooth-Ster Nominal 8&439;8:&quo;mpact&4uo; Opaque 12/312021 Yes Yas Yes N/A Comptaite Edge Fiberglass Double Dow with &Wd;Nondmpad&quill spathes (Inswiny0ulswinp; OXXO configured.) 15 a Thera-Tnr Fber-Classic and 5mooml Nominal 8&#39i0 &oua;lmp.Mquilt; Opaque 121312021 Yea Yes Yas N/A Composite Edge Fiberglass angle D.-ith &quq Non-Impact&qud; sldelitafs) answing/outswing; XO, OX a OXO canfigura8ona) 16 p. TheraTru Fiber -Classic and smoothStar Nominal B&#39;0 &qud:lmpect8.qup; Opaque 1?1J12021 Yas Yes Yes WA Composite Edge Fb.1p.ss Double Dow wdh &qUd;Non-Impact&qud, Sidelines (Inswing/Out-ing; OXXOconfig" ton) 17 q. Thenma-Tru Fiber-Clesslc and smoother Nominal .e&#39;8&qud;Num-Impect&Wd; Opaque 12nI2021 Yes Yas No N/A Composite Edge. Fiberglass angle Dow (Inswfng/Ots uwmg, X configuration) 18 I. Therms-Tru tier -Classic and Smooth r F1 -Star NaMnN68#}58 'Non -I act& d�Opaque &wit,. mip a 1 1?220?1 Yas Yes No N/A Cwnporl Edge Fiberglass singe Door with Sidele ls) (I swing/Ourswing: XO. OXor OXO configurations) 19 s. Thanes-Tru Fiber-Classlc and an oth-aer Nominal 6039;6.&qud:Nm-lmpsct&qud; Opaque 12/312021 Yes Yes No NIA Composite Edge Fiberglass Double Dom bah or withoutaddies (Insw ing/Ouiswing; XX or OXXO configurfdlws) 20 t. Therme-Tru. Fiber-Classlc and Smooth -Star Nominal 88939:0 &qud:Nm-mpsct&qud; Opaque 121312021 Yes Yes No N/A Composite Edge Fiberglass Singe Dow (lnswing/0 tswil Xcmfiguratlon) 21 L. Themna-Tru Fib-Cleeare and SmoothSmr Naninel 8&#39,0 &qud;Nm-Ilrgaet8qud; Opaque 12/312021 Yes Yes No NIA Composite Edge Fiberglass Single Ducrwlth 5ldellh(sl-(Ineaing/Oyutswing; XO, OX or OXO cmrrgwallms) 22 v Therma-Ttu Fibor-Classlc and Smoot"teir Nominal 88#39;0 &qud;NprImpact&qud; Opaque 12/31202/ Yes Yas No N/A Composite Edge Fiberglass Double Dow with or wthout area. (Inswing/O tswing; XX or OXXO configurations) 23 w, Thema-Tru Fiber-Classlc and Smooth -Star NoninN 6&#39:6&qud:Nor-Impact&qud; Glazed 12/312021 Yes Yas No N/A Composite Edge Fiberglass Single Dow (lnswinglou""Ing; X: "mfgunal 24 x. Thei' a-Tru Fiber -Classic end Smoo9mr ra Nan-va1681/39;8 &qud;Ngt-IlYpact&qud; Glued 12/312021 Yes Yes Ng N/A Composite Edge Fiberglass Single Dow with Sltlellte(a) (InswinglOutswhlg; XO, OX our OXO cmfiguratims) 25 y. Thema-Tru Fiber.Classic and Smooth-Ser Nominal 68#39;8 &qud;Ndn-Impact&ql Glazed 1MIP021 Yes Yes No N/A Compost. Edge Fiberglass Double Door with or without adell (Inswing/Oulswing; XX m OXXO configurations) 26 z, Therm-Tru Fioer-Classlc and Smoan-Star NominN 8&#39;0 &qud;Nm-Impact&qud; Glazed 121312021 Yas Yes No WA Composite Edge Fiberglasa SIn91. Dow Qnawing/Out-firg; Xcmflgur lgn) 27 za. The ml Fber-Classic and SmedhStar Nrxdnal 8&#39;0 &qua;Nm-impost&Wit; Glazed 1213112021 Yes Yes No l Composite Edge Fiberglass' angle Doorwith adellte(s) (InswlPglOuts-ng: XO, OXor OXO catgunglms) 28 zb. Therma-Tru Fber-Classic and Smedh8lar Nominal 3&#39-,09qud;Nm4m1act&quits Glazed 12M12021 Yes Yas No N/A Composite Edge FII as Double Dow bah or without :Sldemes Ilnewing/Cutswing; XX or OXXO configuratlons) Florida Department of Business & Professional Regulation page I oil Building Codes and Standards 1srm1 Product Approval Application Detail Code. F,mltvpr Data )0_gta Data Pending Da" 71P3 Version Manufacturit Contact Enall41, License Validated BY Validated Submitted FBCAporoval. Approved Status Rev[,Il 21 Thermal Corporai sieve Jespersm Lyndon F, Schmidt, P.E. Ryan J. pang, P.E. 10M 3/2020 07/122020 07/30/2020 10113IX20 Approved Category'. Exlehor Daces (800)843-7628 PE-0409 (813)787-6555 SubCategory: Swinging ExYenw Doan Assemblies sraspersonQmeratru.go Compliance Method: Evaluation Report from a in Fiance Registered Aro-ft aora licensed Fl.ride PPatfu�s Prdeeslenal Engineer ' FLf20481 R5 . -; - - .•: - DuallNAsawance Aowo.difm Use Approved for Use Inroad Dead - and # Product Model Numbaw Name Product Daswfotion Contract Expiration Dare In VHZ Outside HVHZ esR Isaam Pr_sure 1 e�Therme-Tru Fiber-Classlc and SmoomSta.r Nominal 6&#39;8&qud;Noh-lmpsct&qud; Opaque 12/312021 No Yes No I Composite Edge Fiberglass Single Dora (Inswing/4uts.mg: X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 m 2 c2l Code Erl or Data we Data Pending Di Ili Version Manufacturer Contact En f ... & Llcarne Velldatatl BV Valltlefed Submitted FBC Approval Approved M" Revision 2020 MI Wlndowsand Down grant sltlinger Luis Robert Longs aeven M. Urion, PE 10/062020 10/062020 10/192020 12/15/2020 Approved Category: Extenw Down (717) 3853300 PE-62514 (717) 317-8454 subcategory: aiding Exterlor Dow Assemblies bsltling.rQmavd.com Compliance Method: Evaluation Report from a FlmdisRegistered Architect or Licensed Florida r Professional Engineer an S •R8 tit Ouallty Asseso ApurowdforUse Approved for Use Imoad Design, n # &e product Model. Number or Name product Desedodon Contract ExdratlonData In HVHE Outside HVHZ RoslsY t Pressure 1 SERIES 42DALUMINUM SGD SERIES 420 ALUMINUM SGD Cl 12/312024 No Yes No NIA 145-3/4&qud x80&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIFS 420 ALUMINUM SGD OX, XO, XX 1213112024 No Yes No NIA 96& ot 80& ud, "NON -REINFORCED w w q 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 127312024 No Yes No N/A 145-3/4&wit xg6&qud; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX 1 2/312024 No Yes No WA zo, xx 96awa"99awd; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12212024 No Yes No WA 143&quot:x966qud'. Florida Department of BusinessProfessional RegulationPillt .12 Building Codes and Standards 1,9120211 Product Approval Application Detail Code Entity ur Date Data Data Pardi Data Tie Version Manufacturer Contact Erlolnsa&Lleense Validated By Validated Submitted FBC Approval Approved status Revision 2020 Wayne-Datm, a division of Overhead Door Dwayne Kwnish Jahn E States Jeffrey P. Amason, P.E. 10/122020 00292020 102MO20 12M5M20 Approved Cwporabu, (330)751&121 PE-51737 (904)821-5200 Category: Entenor Doors dkomishQwsyn'd.#dh.c SubCatfil Secrlmal Exterim Dow Assemblies wn Compliance Method: Evalustlm Report from a Florfde Registered Architect or a Licensed Florida Prdessimal Engineer F44 20 Pradalds, .... Quality Assurance Approvedrfor AApproled for Uwe Impact. Desist.. Sao # PrpdYCJ Model. Number or Name Product Descrlo lon Crhad Emlrallon Date In WHIZ Outside hill R,I. t M 3 8000/8100/8200 p1105 98#30s Max wroth 14&#39. Mu height. Glazing 12/312023 No Yes Yes +31.001-35.00 available In top or intermediate section. 10 8000/81008200111123 168,#30, Max w din 14&#39, Max hell Gluing 12/312023. No Yes Yes -30.00/J3.50 avaliable In top or Intermediate sectlm. N N N _CZ a--e 2 Q O O .CM CZ U N O O C Oca. O W O ca U_ CZ . C Cn Cn C o C:)- Y coO _Q W Q a Z Z W J n-slessissel' [A,W' W v 0 L_ rCL 0_ s< U 0 ^L C M s< n iesses- G Q ^1 z z Q _J la - ___F__I Ili I 11 l i r SHEET N0. PA 1,0 Florida Department of Business & Professional Regulation page 1 Mi Building Codes and Standards 1/6/2021 Product Approval Application Detail Cod. E tti ItY or Die Cate Date Pending T-a Version Manufacturer Contact Endneer&License Validated as Validated Suhmltlad FEC Aooroval Approved Slams Revlaion 2020 Curies Division ofAADG, Inc. Tom Rdlay ILL LLC Troy Bishop, Pl 12/10/2020 12/012020 1221r2020 Approved Category: Ed nor Degas (641) 494.2813 (954) 947-0880 Subcategory; Extol Door Components tom.raltey@essaablo/,co Compliance Method: Certification Mark a Listing m FL#11537-0 ProiAlds . Quality Assurance Approved fa Use Approved for Use Impact Design 11191 Produd Model. Nushlb or Nana Product Description Contract Expiration Date In HVHZ Outside HVHZ Resident Preaeure 1 607, 707, 727, 747. 757, 777, and 847 Single and Palm of Flush: Glazed, and Louvered single and pairs of 12/312OZ5 Yes Yes Yes N/A Doors hollow -tot does Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pass 1 d2 118/2021 gabs Entity or 2111 J" Date Peddlno )�jg Noe Version Manufacturer ggual Encino,a Ciders. Validated ev Validated Submitted FBC Abnreral Ablu-cl Elatgi Revision 2020 MI Windows: and Doors Brentsdlinger American Archi[ecmrel Seven M. Urich, PE 11H72020 11117202O 11/272020 Approved Category: Wndows (717)365-330D Manufacturers Asaxlation (717)317-0454 subcategory: Single Hung bsillinger@miwd.com Compliance Method: Cerfificagoh Mark or Listing Quality Assurance Approved for Use Approved! Use for imood Deal � sea d Frontal Model, Nunberor Nam. Product Description Conrad Exoballon Data In HVNZ OWsM. MVNZ RicaIsraM Passure 2 185. SH 52,,72 FimFlange From IG/SG single Hung 10/082023 No Yes No t80/-60 Laminated Glass Florida Department of Business & Professional Regulation Page I of2 Florida Department of Business & Professional Regulation Page I d1 Building Codes and Standards l5r2021 Building Codes and Standards IFU2021 Product Approval Application Detail Product Approval Application Detail £4ffi Cod. �a =a afire Dade Pendlna Emit, or Bitq 12att Dee Para to !m(e am - Type Type Version Manufacurer Contact Enotnoer&License Validated ev Validated submitted FEC Approval Approval status TV- Version Manufacturer Contact Engineer &License Valldated By Validated Sorel FSC A-m"I Approved Status Revision 2020 MI Windows and Doors Brent Stiinger American Architectural Steven M, Urich, PE 11222020 1122/2020 I1282020 Approved AMrmffilon 2020 PGegory: _ Jens Rosoevskl Miami-Dede.SGCO-CER BCCO VAL tiN52020 11/05/2020 11/1f/2020 Approved Cffiegory:'Windows (717) 3653300 ManuTacNrers Assocletlm (717) 917.8454 Wind Category: Windows (M.ils786) 15-2 (841) 486-0100 (7B6) 315-2580 Subcategory: Fined bkJhgar@miwcLam : Fined 1 owskl@P9tlntlustnes:c. Compliance Method: Certification Mark a Listing Compliance Compliance Method: Cepficagon Mark an Listing PL is Froduc. `-. Qralav Assurance Ap crowd for U Aoorovae /or Uae 1mP8f1 gea10L ,•.. - - •.;': QialIN Assurance AoprOved la Use Agomwd for Une. ,.... Laea£t peal - goo# Product Model. Number or Neither Product Description Contract Expiration Date IptiYdiHVHZ Outside Z 8taidMd Pressure Seo# Product Model Number or Name Product Descrlotlbn Contrail Exaltation Date ID.mttii Outside FiVH2 Ritel5laat pressure, 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No .60160 5 PW-55520 (Large Missile Impact) Vinyl Fixed Whoop 04/302025 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of I IA= Corte Entity or Data a*. Date PorrMo Dale Nre Vision MonuFaphim Contact Endneer&Licxrse Validated By Validated b8u minted FBC Amrovd Approved Status Revision 2020 Jemes Hardie Building Products, Inc. Chad Diercks V. Andrew Tan John Southard, P.E. DW52021 12M42020 01,D62021 ding FBC A an Category: Panel Wells (909) 5458359 PE-61652 (352) 367-2526 Subcategory: Siding a.d.dlerpks@Iomeshardl Compliance Method: Evaluation Report from a e.wm Florida Registered Architect or a Licensed Florida FLINN9bA6 Professional Engineer Pradudli,: 9en # Product Model Numpx or Name Rodrl Oescdotlon :. 'Oualav Assurance Contract Exdretlon Dde ADorovadfa Uae Aoaoyed fa Use In HVHZ =due HVHZ „)rasps foes �.... Resistant Pressure i Cah lank Lap Siding fiber cement lap siding 12l312023 Yes Yes N/A N/A 2 Hardie Plank Lap Siding fiber -cement lap siding 12/312023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation P.O.1 Del Building Codes and Standards 11d2021 Product Approval Application Detail Code Eraft or tote. Oita Data Pending Data T- Version Nanufactumr Contact Enpineer&License Validated all, Submitted FBCAmroval Approved Shows Revision 2020 Aside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. IOng, P.E. 10262020 10262020 lilt) 020 12/152020 Approved Category: Panel Wells Mir) 922-2359 PE-43409 (813) 761-6555 subcategory: Soffits nthanpson@alside.com Compliance Method: Evaluation Report from a Florida Registered Architect or a. Licensed Florida FLYn5272-R6PrarWeM Professional Engineer -. - . 9eo9 Product Model,Numberor Name Product Dascdotlan Oualky Assuanea Contract Expiration Date A-,dfa Use ADaroved In HVHZ Outside for Use HVHZ impact gad- Realsiggt Pfevsure I a. &qu6;2T&quota Soil Vent or Sold Vinyl Soffit 12?312021 No Yes No WA 2 It. &WI;AIIiance T4&quot; Soffif Vent or Said Vinyl Soft 12/312021 No Yes No N/A N N C/) D �--e Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page I pr I V Building Codes and Standards I/512021 Building Codes and Standards 52 r21 0 Product Approval Application Detail Product Approval Application Detail Q O O Code &ttlN or lots Data Data Pending Data Code Emil Data Date Date Pendno p�1g 'aI1V �e W NO -.Version Manufacturer Contact EngineerB Lie,se Validated By Validated submitted FBC Approval Aonre. ea Status ]yp_e Version ManuFaduror Contact EndneerB License: Validated By doled mtlatl FBCAobroval Approved Status U W Affirmation 2020 PGT.ryl i1/OS/2020 Jens Rosowski MiarrwDede 8CC0-CER (786) 11/D52020 11/112020 Approved Revision 2020 MI Windows and Does (rent AmericanremAsArchitectural Steven M. Urich, PE 10/062D20 10rD62020 10.M9/2020 Approved � /a.�_A V _� in Category: Windows 15-2BCGO-VAL (841) 488-0100 (786) 318-25g8 leac Category' Windows Subcategory. Horizontal Slider 365-33r cia (717) 3653300 Mertufacmror5 Association (717) 317-8954 bsitlinger@miwdoom T� cu V Subcategory: Single Hung Listing JroeowsN@pgUndust on Compli rice Method: Cahecetion Mark or Listing �••/ O Compliance Method: Codification Mark a ,. .,. Pldn335-'1-RB Produde:-. ,,. -. .,.,, ,-, '., , :. ,,,. ,. .' ,.�.,,, ..,, .. ; ,•., ,. L OuaIlN Assurance Approved for Use AMrowd for Use Im"Of $gjiM OuallN Assurance Aborewdtor Use goxovedfa rise )pJba£t f2jsion ^ � L Baca Product Model. Number or Name Product Descr+dlon Contract Expiration Date In XYNZ Culslde HVHZ It"Iel. Pressure 229. Rodud Model. Numbxbr Nams Product Description Corl F_xolraeon Dade iD-HVHZ Outside HVHZ Resistant Pressure L O 1 t I..Lx 2 SH6500 (Large Missile Impact) Vnj4 Single Hung Who- 07/302025 Yes Yes Yes NIA 1 HS 188 Fin and Flange Frame 73.62 insulated Glass 021162024 No Yes No +55/-55 - O O .D C O CL co l -0. E- � /�'� t/ i Flonda Department of Business & Professional Regulation Building Codes and Standards Product: Approval Application Detail Page 1 d I 115/2011 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I IJ612021 Cod. Carl or Data auto DAa Pending Dale Code Entity or Dote aide Dent Pending ale Nam TV.. Version Manufacturer Contact Endneer&License Validated By Validated Submitted FBCAoproval Approved Status jyyg version Manufacturer Contact Enaineer& LicenseYWWgkd By Validated Submilithed FBC.ApproVal ADprowd Stalus ReWaicn 2020 MI Window -fad Doors Brent Stiinger Luis R Lanes, PE Steven M. Urich, PE IO/C62020 10/092020 10/192020 12!152020 Approved Affirmation 2020 PGT Industries J:an S Rosowskl MlaniDade BCCO-CER Mlami-Dade BCCG-VAL 11/052020 11/052020 11/112020 Approved 'Category: Windows (717) 365-33DO PE-62514 (717):317-0454 Category: W rido'Ns (841).456-0100 (786) 345.2590 Subcategory: Mullions bs151nger@mtNdsom SubCothil Mulllms Jr-cleaki@pgtiodusldes.c Compliance Method: Evaluation Report from a Compliance Method::Cer88caaon Mork or Listing orrl Florida Registered Architect or a Licensed Florida Professional Engineer FL/2s'1-A13 Prodads Quality Assurance Auprmed for Use A,roved for Use Inroad. oesim. -•-. ^ . _ - - - Sea# pentad Model. Number or Name Rotlucf Description contract .Excitation `aid. Ind Outside Resistant Pirossear, Givatl[v Assurape Approved fa Use Aoernved for Use Im"'t Dow, 1 Mullions for All Doors and Windows Auminum Mullions D5262C26. Yes Yes Yes N/A aeg a period Model. Numbw or Name Product Desaladon Caltrxt Expiration Dare In HVHZ Outside HVHZ Resistant Pmsure 2 5784 Vertical Aluminum Muilm 12l312024 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 d2 Florida Department of Business & Professional Regulation Page I art Building Codes and Standards 1/82D21 Building Codes and Standards +B 02i Product Approval Application Detail Product Approval Application Detail Code Entity. get. [t. Date Pending i7aa Conte Emit :or ate Data Data Pending Data Tpe Version Manufacturer Conrad Endneer&Licams. Validated By, Vallcialed Submmea Pad Approval Approved Status Type Version Manufacturer C.M.ct Endneer&License Validated By ValSubmitted FBC Approval Approved Status Revision 2020 GAF Michael Stich Robert Nwminen John W. Knezevich, PE 0926202O 09212020 10%022020 12/152020 Approved Revision 2020 TAMKO Building Products LLC Kelm Eden Robert Nlaminen John W. Knezevim, PE 1OM42020 09292020 10A22020 121152020 Approved Category: Roofing (800) 786-3411 PE58166 (984) 772-8224 Category: Roofing (417) 62446644 PE-59186 (954) 772-6224 SubCategory:: Asphalt Shingles mstlehgDgaf.wm Subcategory: Undarisyments kern edln@tinarko.com Compliance. Method: Evaluation Report fr.. a Compliance Method: Evaluation Report from e Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Englneer Professional Erg[.... - : o a ,eve' ti1252iR9 Fr _ M R Quality Assurance Aoprowdfw Use Approved for Use Ire d eel QdallNaawranae Aoproyed ra use Aaeroyaaforuw IaJBedd Retil� av _� � Seg.# Product Model. Nuirber or Nadia Product Description Contract Emiration Date Iu11vHZ Outside HVHZ final p[saw[e so- # Product Model. Number or None Product Description Contract Expiration Date In HVHZ Omside HVHZ Resistant Pressure 1 GAFAsphoh Rod Shingles Fiberglass reinforced lied, laminated, Stab and 12/162022 No Yes NIA NIA 1 TAMKO Roof Underlaymiffifi HZ) RoofundMayments for use In FBC HVHZ 10/182021 Yes No NIA N/A hipeidge esphe8 shingles jurisdidims. 2 TAMKO Rod Undenayments(NON-HVHZ) Roofundedayments for use In FBC non-HVHZ U11182021 No Yes NIA N/A Jurisdictions, Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page t of 1 Florida Department of Business & Professional Regulation Pat.1 off Florida Department of Business & Professional Regulation Page t of Bolding Codes and Standards s2021 Building Codes and Standards ifflFMI Building Codes and Standards In202f Building Codes and Standards 1r2O2t Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C oe Entryor fig us oat- Dana Poncho Dar. Conte mni fa We Did. Data Pendlrp Doo Ode EMM M Date ate Date Para lno Fite sLak Entill Date Dale Date Permitted Dale Type Version Manufadumr Correct Endneer.& License Validated By Validated Submitted FBCA,mval Approved Status Trge Version Nanuracturer Contact Fralnex&License Validated By Validated aunraltted FBC Approyal Approved atcu. D'asyarelon Mamurfaemrer Correct Endneer&Lleense Validated Be Validated Submitted FBCAooroval AbodYed a.ti... Trae version .Manufacturer Canted Encino &Lieanse Validated By Valfalodis Submitted FSCApproval Approrlsid Status Revision 2020 L.V. Than son Inc. dba Thompson Ard,iteefurd p P Tan 'Chnsbnan Zachary R. Priest Steven M Urich P E Y ry 09/17I2020 D9H 62020 002221120 1 52020 2M Approved APP - Revision 2 Florida Metal Prod cis Inc. 020 P I kJdnes James L Sucker, P.E. Seven M. Urich E G @ r 09272020 09252020 10N42020 12/1612020 Approved PP -., Revision 2020 Lomenw Katrina Jell.. JamesL. okner, P.E. wen M. Urich,PE Jolley a Bu � St 1I23/2020 11232020 11292020 tin'-FBC pr g AP RavlNo n 2020 .oral Roofing g P v.lu tb G y Walker Anderson Rahn IA.MO UnIWrtnE a n cry-W,W r 1 31 020 i/D32 11 -0 20 /022D 11 20 Po5/ZO Apo roved Metals Company (TANGO) (813)248-3456 PE-74021 (717)317-8454 Category: Roofing (904/+83A400 CBUCK Engncenng (717)317-8454 Category: Roofing (501)963.5163 PE.31242 (717)317-6454 category: Roofing (801)380-6091 :Services LLC. (205}854-0160 Category: Roofing tmy@gometalrogMg.eom Subcategory- Roofing Accessories that are an clo kWamco.com PE-31242 Subcategory: Roofing Accessories that are an kjFII.y@Imrarico.com Subcategory: Roofing Tiks RobinMderson@boon o Subcategory: Roofing Accessories that are Integral Part: tithe Roofing System Integral Part ofthe Roofing System Compliance Method: Evaluation Report from. n+ Integral Part of the Rooting System Compliance Method: Evaluation Report from a Compliance Method; Cali atom Report fr= a Product Evaluation Enfity CarlMethod: Evaluation Report from. Flads Registered Architect or a. Licensed Fimda Florida Registered Architect or a Licensed Florida Fo lda Registered And Dal ore Licensed Honda Professional Engineer PrdessfohN Engineer PL#754 rr Pradtds.:Az - : - Professlmal En veer g _ ., .; S' - „ .. "- , .,. •:: t- . ..' ,.. , ., , :,,, _ .r. Quality Assurance Approved Use Approved for Use Ire Design FL#16218.A3 Prodrde-: FLIP21580-R2 Prgdids - - F1ieIF20Z.R6 Prbdum ,. Product Model. Number or NarM Product Dsseridlon contract Emlrelion Qda iD-HVHZ Outside HYHZ )jesjgggt J'reasure - - - - - - - Quality Assurance Aoorovetl for Use Approved for Use Impact Deatan Quakty Assuiarree Acbrowtllor Use Amroved for Usa rrpad Qesi n 16 Saxony -Shake, Slate Cooney SIN(, Split Old English Flat Pala. -Denver. CO 12/J12920 No Yes NA N/A Quality Assurance AborowdforIlse Aooroved for Use 101= Dadarn Sea 8 Product Model- Numberor Name Product Description Control Excitation Dffie In HVHZ Outside HVHZ Rant Pressure, Suit Product Modal. Number or Name. Product aesalptlon Camped Elmlydlm Date In HVHZ Outside HVHZ Resistant Peassaims Thatch &amp; Impact Seo #ID1PQiL Product Model. Number or Name otluil Desulbtlon Contract Expiration Dat Ra Oueelde HVHZ Resistant Pty�iai[a 3 3-FL4MC0& uct'RV10 Ridge upt� , R 9 9 Aluminum Ridge Vents for pitched roofs fabricated 12/312024 W P No Y. es N o N/A 1 Dep DA T k N DA-.4 'k-AIrTM-4 orRl-BU ItQed -. r. aProflle.P Polypropylene Pl atic o1 Van 12/Y0 025 Law , dyp pyl e. a Roof t f2 No Yea No +975F975 17 -Slats,5hk a '9"t hake Saxon' fi0o a 3 YP, W Flat Profile mC t2PJ12020 P PrS.1 A No Yes NIA N/A I TAMCO Top OaVent Vmt with Belle for Tile 269a. static rodventlleta with be10e 09IM2026 Yes Yes NIA N/A hem 0,025' Nuntnum Mechanically Adeched to Plywood Qeck. 18 swcony 600 - SNs, Shake &amp; Split Snake Flat Prol le -Rialto CA 12/312020 No Yes NIA NIA 2 TAMCO Gooseneck Vent Go 26ga. 0910SM26 Yes NIA 19 Saxony 700- Shake, State &amp; Split Shake Flat PrdAe-StocktonCA 12r312020 No Yes N/A NIA 3 TAMCO OIFRidge Rod Vent with Belle 26 ga. detic roo}ventlleta wah Integrated befie 09l092026 es Yes Yes NIA WA NIA 20 27 Saxony 700- Shake, Sate&amp; Spill Shake T.Jas Espana / Boreelma Flat Profile. -Rialto, CA 1M12020 Ha Prone - Katy, TX 12/372020 No Yes No Yea NIA NIA NIA NIA 4 TAMCO Round Top Oa -Ridge Vent with Ba�Ae fat Tile 23 ge. static roolventildorwilh bell 09/092028 Yes Yes N/A WA 28 Ville Low Prone- Katy, TX 1213112020 No Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peon 1 of 1172021 Code Jnfm a Eats 291 Date Pandr, 21U DU Verson Manufacturer Cmtast EnolneaBU,,.% Validated@, Validated Submittlad FBCAeproval Ao,rowd hate( Revision 2020 Global Protection Products, LLC. Tim Robinson Waller A. Tilt Jr., P.E. John W Knazevlch, PE 08N8/2020 0af)8/2020 10101r2020 12/15/2020 Approved Calegpry:3hutters. fS54)689-7545 PE-44167 (954)772-6224 Subcategory: Storm Panels tim.rotinsm@gppenLcom Compliance Method: Evaluallm Report from a Florida Registered Architect or a Licensed Flmtla Professional Engineer F11,01607tuRfi Piodueft Ouallly Aseurann Approved 1, Use Awrowd for Use Impost Deal♦Zt Sao R Product Model. Numberx Neme Product Description Conrad EmlNion Dah In ijiftjj Outside HVHZ Realist Poinsettia 1 20 Gage Galvanized Seel Stain Pendell Corrugated Galvanized Steel Sorm Panels retained 12/312021 Yes Yes Yes N/A a not by tracks to PrWide hurricane Protection. 2 24 Gage Galvenlzed Seel Soren PanelIINHVHZ Corrugated Galvanized Seel storm Panels retained 'i2,31/2021 No. Yes Yes N/A a not by trade to P wlde hurricane Protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I a 1rr2021 C de Enfftvor Data Isda DMa Painting Dote Tugs Version Manurbourer contact Emilnaer8 LiCanse Validated Be YAW&td Submitted FBCADbrovel Approved Status Revision 2020 MITek Inc. Erin Weldon ICC Evaluation Service, LLC ICC Evaluation Service, I01D22020 091302020 10111=20 Approved Category; Smctural Components (952) $98d635 LLC. Subcategory: Truss Plates (welder@mli.com 1205) 599-9800 Compliance Methl Evaluation Report from a Product Evaluation Entit ty y J;L#2197.1t7Raducts Qual Assurance AMrcl for Use Approved for Use Idleut geg� Sao # Product MadN. Number or Name Rodud Description Conrad ExohNlon Date In !Mu Outside HVHZ Resistant $assure, 1 M188HS 18 ga sups high strength tress oonnecfor plate DB/302021 Yes Yes NIA NIA 2 Mil 16 16 ga truss connector plate DOMM24 Yes Yes N/A N/A 3 MT1 BHS 18 ga high strength truss connector plate O6/302021 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 08/302021 Yes Yes N/A N/A 5 MT20HS 20 go. high strength truss connector date O6/302021 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 V/2021 Coas Entity or ids legate Date Pandlna Irlala Tpa Ve(gtgg Manufacturer Contact Engineer &License VNitlatetl By Validated Submitted FBCApprowl Approved «xo. R-shan 2D20 Commercial Concrete Products,lno RobenGlllls Samuel A Greenberg John Hoy 12MO2020 121152020 127292020 ding FBC Appn Category:Sructurat Components (8131.659-3707 PE-.34245 (352) 588-5311 Subcaal Products Introduced as a Result Of precastgda@y.hoocom New Technology Compaa ce Method: Eveludim Revolt from a Florida Registered Aramlect or a Licensed Florida Professional Engineer FL#1771i.R6'Prodcast ,: ''., , '' - •' Quality Assurance Approved fer Use Auprowd for Use Impact Deg, Sea # Product Model. Nurnberor Name Product Cescripllon Contract Expiration Date In HVHZ Outside HVHZ Resistant Proseure 1 Quality Precast a Commercial Concrete Products Precast and Prestressed Concrete Lintels 05252/024 No Yes NIA N/A Florida Department of Business & Professional Regulation Par i tit Building Codes and Standards i,7=1 Product Approval Application Detail Ismommsmigunum Conte Enlillar cer all Data Date Pending 2e Tse Yanlon Manufacturer Contact EpgmeN&Loome, Validated By Validated Submitted FSCAlcorOwl Approved meal Revision 2020 Weyerhaeuser Rob Baldwin ICC Evaluation Service. LLC Ian Lehrer. P.E. 10/132020 Applied For Category: Structural Components 1263) 924-647S (608) B39-3288 Subcategory: Engineered Lumber Rpb.L9etdvin@weyerha Compliance Method: Evaluation Report from a .user.com FL46527.R iiinodudts Product Evaluation Entity •. ", , ' ,; �> .::. -, " . Sea # Product Model- Number or NarM _ _ Product Description Qualry Aasu Cgmrail Exmpalon Data Approved fer Use Aonrowd In FMu Outside for Use HVHZ 1108agt Resistant Deal, pressure 1 Micrdlem LVL Laminated Veneer Lumber 03/312021 No Yes NIA NIA 2 Perellam PSL Panels l Strand Lumber 03131=21 No Yes N/A N/A 3 TimberStrend. LSL Laminated Strand Lumber 03/31/2021 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 03/312021 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA N/A Florida Department of Business & Professional Regulation Papal oft Building Codes and Standards 1,712021 Product Approval Application Detail Cade Mift or Data am- Date Pendlm Da - version IYp4 Verffion Cat dotted Epinwra Llanee By yafitlaed FBC Approval doQjgJ(ffi AIM, Revision 2020 All American Shutters. old Glass Mike Serbian Frank L. Bernardo, P,E Troy Bishop, P.E. 102B/2020 10115=20 11/052020 1211&M20 Approved Category: Shutters (561) 712-9682 PE-0046549 (954) 947-0880 Subcategory: Storm Panels mlkab@allamericanshutte ComPllae:e Method: Evaluation Report from a ..a- Flonds Registered Architect a a Licensed Fronde Professional Engineer -. - ,. , - •.. Quality Assurance Aporovedfor Use Aborenvedfa Use impact osellars Sea k Product MaNI. Number or Name Product 17naloaon Contract Expratlon Date In HVHZ odraldrr HVHZ Resistant Pre... 1 24ga Gelveni-cl Steel Sorm Panels 24ge Galvanized Steel Stem Panels 12/312D21 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Pagel 11 Building Codes and Standards IfTI202i Product Approval Application Detail Corti OHav or Dote Dot.Date Pending ante Im vauon Manufaemrx CaW set. EndlnwrB Liter, Validated BY Validated Submitted FBCAarroval Approved rya Revision 2020 CAST-CRETE USA LLC Craig Perrino MiamHDerle SCCO-CER Mlem-Dede BCCG-VAL 1120/2020 102712g20 11272020 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 Subcategory: Products Introduced as a Result of cparrino@castoresoond Now Technology Compliance Method: Certification Mark or Listing 9 1058-R13 Pr'4tilSLS ' Quality Assurance Approved for Use Awroved for Us assign Saa # Product Model. Number or Name Product Description Contract Expirffilon Date 1, HVHZ Outside HVHZ Resistant Pressure High Strength 1 HI Lintels 9t Concrete 4 6. & and 12 Inch wide Ilntels OS/212D22 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of LV202+ Conte Enthy or Date Date Date Poll Die � Version Manufacturer Contact Engineer&Licanse Validated 8w Validated submitted � F BCADOMA owd Apt status Revision 2020 AJpke, Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 107312020 1022/2020 11/052020 111052020 Approved Category; SDucmral:Components (321) 710-3377 "(407) 881-1917 subcategory: Truss Plot" slew+is@aloinait-rh Compliance Method: Evaluation Report from a Product Evaluation Entity i LegItY. ssU Quality Assurance Aporoyed for Use Approved far Use Dtl Impact De 910 Sages Product Model- NurMeror Nana ploduet Deacriptlon Contract Excitation Date ID.HVKZ Outsde HVHZ Resistant pressure I ITW BCG/Alpine Higher Strength (H &amp; s) Metal Connector plate 12/312U24 Yes Yes N/A N/A 2 ITW BCG tNpine Hinge Plat Metal Connector Plate. 121311=4 Yes Yes NIA NIA 3 ITW 6CG/Npine Tra l- Metal Connector Plate 121312024 Yes Yes NIA NIA 4 nW BCG/Alpine Wave Metal Connector Plate 1221f1024 Yes Yas NIA NIA Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1/7rMl Product Approval Application Detail 99a EDtmc gi 20 2" Data Pending "I Tra version Manufacturer c,taa Brain- &License Validated By Validated Submitted FBC Apmoyal Approved! Mill" Revision 2020 CAST-CRETE USA LLC: CraigPerrino MIaml-Dede BCCO-CER Mlaml-Dad. BCCG-VAL Iif2l)M20 10272020 1127/2020 Approved Approved Category: Structural Components (813) 621-4641 (786) 3152590 Subcategory: Products Introduced ass Result of cpomno@casicrete.com New Technology W It ce Meth l Codification Mad L stir P9 F= .-5Br4313 RbdC c#f 9-4 If Product Madal Number or Name Product Description QuaIIN Assurance Approved for Use Aomoved for Use Contract Expimt+, Date In HVHL Outside HVHZ Jmoact Jitalm Resistant Pres_sue I High Strength Concrete Lintels 4, 6, 8, and 121nch wide Ilntels 05/212022 Yes Yes N/A N/A zi 0 U 461 • Cn 0 U) SL CIO -iiiiiii-a < U U O V L °- V Cl) m W Q z Z Q J SHEET N0, PA 1,1 N L Cn EM= Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 12130/2020 - • Simpson son. Strong-Tie2 2 0 F � p 2020 BC Approved Products p. Updated 12/30/2020 Simpson Strong -Tie Tie. 2020 FBC Approved Products p g` pp Updated � Simpson Strong -Tie Tie 2020 FBC Approved Products p p. updates 12/3a2o2o CL � O L � For direct links to all SST approvals listed below, CLICK HERE. � For direct Inks to all SST approvals listed below, CLICK HERE. � For direct links to all SST approvals listed below, CLICK HERE. �. For direct Inks to all SST approvals listed below, COCK HERE. e For additional Information r ar in a e orma e d Florida s Statewide Product rovel tam and Miami Dede Cou 9 9 APP � my Nat ce_ I of Acceptance (tJOA), CLICK HERE. a For additional information regarding Florida's Statewide Product Approval System end Maori -Dade County Note. ofAcceptance NOA ,CLICK HERE. ( ) a For addtionel Information regarding Florida'sFlondes Statewide Approval tam end Miami -Dade Coun e9 9 App `JYS ty Notice: ofAcceptance lance NOA ,CLICK HERE, P ( ) g For addtional information regarding Floride'sStatewide Product royal tam and Miami -Dade County 9 9 Approval � Notice of Acce lance NOA CLICK HERE tY P ( ) j tl) FL#2355-R7 FL#10446-R6 FL#10456-RS 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- -cu CJ) 9/16" and heights ranging from 4-5116" to 11". Concealed flange W U Seg # Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O 1 Tden Stainless Steel Concrete 8 Mason Screw Masonry (TTN-SS) 1/4" diameterTiten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH BrickTies greater than 3-9/15". L L (5 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMSTI2, CMST14, CMSTCI6 Coiled Straps 12 ]US series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- O Q 3 APB44, APB44R, APVB66, APB66R, APe88, APB88R, APS1010, APB1010R, APVB44, Outdoor Accents. Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16". _0 Q U 7? _ FL0589-136 APVB44R, APV866, APV866R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHPIB, CSHP20 Coiled Straps 13 LGU3.25•SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers ('� O -F� `� CU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q 0 7 Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers , _ � Q I SDIO11.2DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, H10A, H2.5A, H3, H6, H7Z, HIS, H16S,.H16.2, HI8-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9116" to 4- ^♦ a) L_ }i L- 2 SD9112, SD9212, SDI0112, SDI0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APV76 Outdoor Accents Land T Beam -to -Column Ties 8 HGT•2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to10-15116'. U) 0 Co 0- 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-80S MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (Zj 12 c 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong-DriveDCP Timber-CF Screw S 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HS32-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CST2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and 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, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614: SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3-1/16" to 13-3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6. Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS2560C, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTe4O Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDVVF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HI OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MS7A15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10S67-R6 20 1_30, L50, L70, L90 Angles. 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 M5TC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATRI/2, ATR5/8, ATR3/4 Threaded Rods 22 1_S30, LS50, LS70, LS90 Skewable.Angles 24 MSTI28, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps I BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS3Q, MTS300 Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BPI/2, SP1/2-3, B1`5/672, BP5/8-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ LSSJ26RZ LSSJ26LZ LSSJ28RZ LSSJ21OLZ LSSJ210RZ , Field. Adjustable Jack Hanger 1 9 26 NCA2x1 Q-12. NCA2x12-12 NCA2x6.16 NCA2xIO-Ili, NCA2x12.16 , Bridging 9. 9 2 DGBF series hangers 9 Top flange hangers available in widths ranging in from 3-5/8" to 7- p 9 9 9 9 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 25 1 LSSR2.1, LSSR2.37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW612, RCWB14 Wall Brac ng 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, 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- CTUD98, 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 BPI, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in vddths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9.1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU28, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, 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 32-112". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 T1320, TB27, TB30, TB36, Te42, 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 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 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 6-7/8" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB1Q6C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Seg # Product Model. Number or Name Product Description Sea 9 Product. Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Seg # Product Model. Number or Name Product Description I CBH2.37x5.5, CBH2.37x7.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT'seriies hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ6, HHDQ11, HHDQ14 Hold-down 2 DS02R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 19116" to 3 9/16" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 1 HDU4, HDU5, HDU8, HDU11, HDU14 Hold•dovvri 3 GBC Gable Brace Connector ranging from 9-118" to 23-15/16". 12 HGtTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, 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 HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/16" and heights ranging from 18" to 26". 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16" to 12-7/8". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU725-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-1/8". 10 PAI18, PA123, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 19/16" to 5- 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS4IQ HHUS5.50/10, Face -mount hangers 1/2"and heights ranging from3-7116" to 15". 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 2-9118". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81122, THAl2.06/22, THAI2.1/22, THAI222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Woists Concealed flange version (HSURC, HSLILC) available for all 1/8" and heights ranging from 5-3/8" to 28". 13 THAL42Z THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPHseries hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face mount hangers 1/2" and heights ranging from 5-318" to 32'. 15 THJM2-4-SD83, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths, ranging from 1-9/16" to 3- 16 TSSR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to f9-1/4". Concealed flange 5/8" and heights ranging from 9.1/8" to 16". 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 7-1/4". 10 HUCQ1.61/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SIDS, HUCQ410-SDS, HUCQ412-SDS, HUC05.2519-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3/16" to 13-1/8". SDS, HUCQ612-SDS cz Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EB= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZrJ0r2o20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 r , . For direct links to all SST approvals listed below, CLICK HERE. �. For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For direct rinks to all SST approvals listed below, CLICK HERE. e For eddtional irrfonnfltian regarding Florida'sSwProductApproval Systemarid Miami -Dade County Notice of Acceptance {NOA), CLICK HERE. �i a For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice: of Acceptance (NOA), CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County NoticedAcceptance {NOA), CLICK HERE. a For additional information regarding Florida'sStatewide Product Approval System and Miami -Dade County Notice ofAcceptance (NOA), CLICK HERE. O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S1LBV1.56, SILBVI.81, S/LBV2.06, SILBV2.37, S/LBV2.56, S/LBV2.68, S/LBV3.12, Tap Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ■ ranging from 5-3/8" to 15-1/8". SILBV3_56, S/LBV3.62, SILSV4.06, S/LBV4.12, SILBV4.28, SlLBV4.75, S/LBV5.50 6 Strong-Boft2 (STB2, STB2-4SS, STB2-6SS) 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 Sea # Product Model. Number or Name Product Descriotion 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13.1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Tien HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry cz 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3.1/4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 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, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH14 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SOS4.5, THGQH2-SDS3, THGQH3-8DS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (fHDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete ■ 1/8" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) - 26 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 3-3/8" to 7-1/8". FL#11473•R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Ft-#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2, H16-2$ Hurricane Tie CCCQMS 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HEfA20, HETA24, HE7A40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLQMS 5OG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMDS 50G-KT, 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 Kr, ECCLRQM05.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Soft 2 Wedge Anchor for masonry I ABA44, ABA44R, ABA46, ABA4eR, ABAW, ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, 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, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26-4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, Ti THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABUI010, 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 with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.1219.25, MBHA3.12/11.25, MBHA3.56/7.25, MBHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, AC6R, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111.88, MBHA3.56/14, MBHA3.56116, MBHA3.56/18, MBHA5.50l7.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, SCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50111.88, MBHA5.50/14, MBHA5.50/16, 6 CB44, CB46, CB48, CB66, CB68 Embedded Column Base MBHA5.50/18 7 8 CBSQ44SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBS086-SDSZ CBSQ88-SDS2 CC, ECC, ECCU Series Embedded Column Base Bolted column caps with WI ranging from 3-1/4" to 9-1/2" and FL#11496-R5 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, MBHU3.56/18, MBHU5.50/9.25, MBHU5.50/11.25, M13HU5.50/11.88, MBHU5.50/14, Masonry Beam Hangers FL#16937-R3 W2 ranging from 3-5/8" to 7-1/2" MBHU5.50/16, MBHU5.50/18 Seg # Product Model. Number or Name Product Descriotion 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-112" and Seg # Product Model. Number or Name Product Description I X3481016.5K X1 S1016, X1 B1016-4K, XQ1 S1016, XQ1 B1016-4K #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5/6' to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point v J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13936-R6. 2 XLQ114T1224, XLQ1 14B1 224-2K #12.24 Strong -Drive XL Large -Head Metal Seta -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head /� I`CU 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-3/4 Tension Ties Sea # Product Model. Number or Name Product Description 3 XMQ11461224, XMQ1 14B1 224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 14 LCB44, LCB08 LPC4Z, LPC6Z Embedded Column Base Light Post Cap 5 LTT19, LTT2UB, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, SOW22634 Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws 4 X0114S1224, XQ/ 14B1224-2.5K, X11481224, X0112S1224, XQ112B1224-2K Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MP888Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L 16 PB44, PB44R, PB46, P866, PB66R Embedded Post Base FL#13628-RS 3 SDWH19300DB, SDWHI9400DB, SDWH1960ODB, SDWHI9800DB, SDWH191 DOODS Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34B1016-5K #10-16 Strong-Drive)(U Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27600G, SDWH27800G, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point ^ 18 19 PBV6, PBV10 PC44-16, PC46.16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base Post Cap Sea # 1 Product. Model. Number or Name SB518x24, S87/8x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDWS19600, SDWS19712, SDWS22400;SDWS225OO,SDWS22512, SDWS22600, Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100. SDWS221200, SDWS221500 FL#35320-RO +� 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS2240ODB, SDWS225OODB, SOWS2260ODB, SDWS2280ODB, SDWS221000DB Strong -Drive SDWS TIMBER Screw (Exterior Grade) '}"� 0 EPC8RZ Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw I DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Faced -Clip Connector T! �OJ Description 10 SDWS271000SS, SDWS2712003S SDWV13400 3 FPHS034S1016, FPHSD34B1016, FPHSD34BI016-5K, FPHSD34S1214, FPHSD34BI214, FPHSD34B1214-5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- FL#10866-R5 Se 1 Product Model. Number or Name CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS2Q CS22 Product Coiled Straps 11 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4 25, SFC6.25 Drilling, Tapping Screws Steel Framing Connector L 2 HRS6, HRSB, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4 25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48, MST160, MST172, S/MST27, S/MST37, S/MST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#R1S363-R3 6 RCKW3 RCKWS.5, RCKW7.5, RCKW3S RCKWS 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 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 Connector U) 3 GH46-6, GH46-8, GH48-6, GH48-8.. GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA1 Z LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description S SCS32-5197, SCS62-5197, SCS62S/118 SCS82-51118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18., AS 18S5, AS 1 BS6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector I V 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors m 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 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 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws LLl 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1OI6, XQ1 B1016.4K, XQ1S1214, XQ1B1214-3.5K, X078SI224, XQ78B1224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/B1.56, S/81.81, S/B2.06, S/B2.37, S/B2.56, S/B2.68, S/B3.12, S/B3.56, S/B3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, XQI I4BI224-2.5K, XQ112S1224, XQ11261224-2K X3461016-5K, Tapping Screws SrB4.12, S/B4.28, S/B4.75, S/85.50 X1S1016, X1B1016.4K, XIS1214, X1B1214-3.5K Z 13 S/BA2.12/8, S/BA2.12/10, S/BA2.12/12, S/BA2:12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description S/BA4.18/12, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 S/HIA Hurricane Tie 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHD88, S/HD8B, S/HD10S, S/HD1OB, S/HD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HDU4, S/HDU6, S/HDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3:i PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-313 Adhesive Anchor for concrete SHEET NO. PA 1. 2 ill I III H111 I, - - _ ._ - - m 2