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HomeMy WebLinkAbout39870 Harmon Grove CtY t, �\\N Ir ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier 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 REINF 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 BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, 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 SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insult Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic 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 Mast Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elect Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -win: WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-19-20 5.0 FBC 2020 CODE UPDATE FE-71 F7 0 L I F7 I D 17 1 1 F I F17 FE_ 11 7E 1 FE Ll LENN/5R 1791 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 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. �} R :V� �✓ � L.Lt t �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 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CARPET CARPET PATIO E O 11 fn \r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w I I U I I - - 2:1�2SLOPE) I I � 9'-0" I T-8" 2'-8" 4'-3" 6-10" T-7" 1'-5$" I G S3 DR ER VENT - <> TH RU ROOF I I II (4) 2x4 #2 SYP STUDS W/USP G = HTT4@ BASES3 O U? v O N OWNER'S SUITE 8'-0" FLAT CLG. CARPET TYP @ 1 STORY (2S3) U) = w ) N W I -------R&S ------ 1 W.I.C. 60 8'-0" FLAT CLG. CARPET r>u AC PAD _ _ LE R&S 00 O - - r) N jaw L - - -� i �-- � D.W. � �O � __J_ - -- JL- 24 -J 18 2, L. 2' a ' -2" 9 ,28" SKINK 4 DISP00 - - XtT-C, HE -r = 44" FLIT CLG.' _ - a PANTRY `' TILE =w �30 o LAT CLG.'9 RANGE 9 -TILE-- 5-SH --- O 01 --- 60" X 36" R&S ------- 3---- - SHOWER "N O 8'_34, ih T-84" FIBERGLASS SURROUND 4068 B.F. 2668 2668 - O . -BAT H-I 8'-0" FLAT CLG. - --Tit€ TEI� - BEDROOM 2co --I - 8'-0" FLAT CLG. -- - - O CARPET A4-SH f _ EGRESS -10" �IIIIICIIIIIIIIC)� s p ■ .) -- FOY-ER 0? ! Iry O41 14„ 2 3„„ B - 3068I � I Q n n 11 l l h I 6' r 868 �Ilg I _74 � � 4 I Ala lQ 1 LA -0" FLAT CL ,_ IL _V_ TILE OPT. D PT. I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. CT FIBERGLASS EDGE OF SLAB 2" zn SURROUND I BEYOND WALL K 2-CAR GARAGE - 5-34„ S3 8'-0" FLAT CLG. - - TB ^ �I 8,�, TITLE �-n I _ MIlli 00 HAL 9'-4" FLAT CLG. ,,, CARPET .9. co to rD CV EGRESS 25-SH O 'BEDROOM 8'-0" FLAT CLG. CARPET I r - -1-2*Lx-2'-6'!-x4'-Q'L- W (3) #5'S E.W. I I I I I I I I I I I 40681 B.F. EDROO 4 8'-0" FLAT CL CARPET I 2'-6" x 2-6" x V-0" W/ (3) #5'S E.W. IN A � OuJ C W M o v 1 in 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 J X 25 4 S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S. H. 11-13 271/4X381 26x371 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S. H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S. H. 23 37 J X 38 i 36 4 X 37 3/4 S. H. 24 37 J X 50 1 36 } X 50 S. H. 25 37 J X 63 36 J X 62 1/2 S. H. 26 37 J X 72 36 } X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 } S. H. 33 54 X 381 52 } X 371 S. H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.N. 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" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 I -29.1 OF +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTALAREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 R- 19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: 1/4"=1 r-Ors GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED \\\ .......... %'f \ i � J U CM Z zz To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W .. EE Q 8 V 0 C -5 ,n o°Oo �' "" as " w �nP�- -Jwa- ° QyrNic JLLLL �[ a Lu Z 13_ c� o o r Q ` CN.`° O ~ w M-J W o z � N° LO M Z -.� r- (n 0 0 N OULL Z W ❑ ❑ ❑ M � z � M z z Q N N - M z � C� o LL 4--+ w � U O �N�U) w 8 t � U 00 N' c Cn d Q • �0 soy r- O w MZ M o a U_ E Z s ; E on OV V 0 OU O O N Lp a ¢z p ¢< wz tt � ! n3 �czz D i 0 Z >Z zZ go a� oa ��W W <. 'G � o� _ CIS O w a (O .s c 0 = ;,A Iy ^L1 W m .> i11 U � .-. a c ' 2 O a o0 �. 0° o T o O T ri V J OD Z_ ui m T CM o Z Z 0 v; ca a- E U � Q p JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 1 0 N KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES W ;! MEDICINE o CABINET 00 U- O a C) i CV > i_ M M co co HOOD �LLIL]�, RANG KITCHEN AN 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER 0 CV FIN. FLR. 0 0 CV t�t0 OPT.CV REF. KITCHEN 0 00 n MIRROR 4 Crl LU 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 -0 Z SINGLE TOWEL BAR IN g ROD TUB OR SHWR. oc TOWEL BAR a ON BATHROOM WALL SHWR. o �_ VALVES W CO = 9 o C° SOAP - (0 C7 00 o DISH U o LO 'n o _ 9 CIO M O TUB 60 MIRROR 0 O n 0 co 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 o BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 LL Ia `Dn 0 2x T r �a 'n 0° FRAMING CM CO 1 /2" GYP C? BOARD - FIN. FLR. ,-- CABINETS - 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER SCALE: 1 /2"=1'-0" III � O CV N FIN. FLR. ,,. - ul CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 f �L �J �1• <'N, t.' .� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signaWre and seal. tl! W LO „ Q CO)O N C7 N J V Y c CJ J 5 n00 # LL Wa ai rn r r J W - 0 v � N Y O L-u W Z N M Z W rn O LL a Z O U U N W o00 z N � z � 8 z Q J 2 N N h N llz^^ V O LL 4 � V Ow l/) C!f Y �N in U K J ._ ' o O N w �c M 2 o S o J 0 c � 0 0�=® ? o a ♦— goo oo K co o o Q z O L a Z W 2 W o U mo to z J v m a ° a 2 z z to NZ 3 o< g° Q3 LL a Z N W W mLL r3 wa ¢o O � as a o� o3 2O a = N uJ L c� > : O ._ U � > T— Q Y 2 O T— '� (0 p M 000 T— T E M r o Z cc ti E Q d a E a; v � Q o -j JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 2 r n c BC 12 5� !� — -— — --- ----1e:r�w� • • .�+i PP__ TEXTURED BAND oaoo ■ ooa ��� ��� ' I—N j I ■ ■ i—1 M0 il I�IFMIFMl FRONT ELEVATION — Al 16-0" RIDGE VENT 3'-0 RIDGE VENT 12 �5 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. T.O.P. T.O.M. -- — �-o-�—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1, HDRHGT. 01 �10 —811 TEXTURED _ o 3 —0„ CEMENTICIOUS O FINISH ON C.M.U. o0 00 (TYP. ) Zo 25 SH 25 SH ---------------------------------------------------------------------------------------------------------------------------F.FL. LEFT ELEVATION — Al • 1 /4"=1' . 41, ROFES�3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q C) E M 8 # C-, N N J 6 J LL 1: ■ Nt0_°r°v w a- M v LL ° ei �[ �u-ii a w Z J XO, O0 A: f0 _ S t".o_ 0 O �mNco W W mJ 6jO' d a Z LL a N M Z tY D 0 tJ v 0 0 _J W _. Z ❑❑❑ U' � z N M z c § d z aN Tom• - (>3 w , o .� V 0 w s +� (� r— to 8 t �' ¢ o • o w Z M z o a � LL_ Eg zffi oLL > <� =® E UO (a w� mO ❑a xU �¢ Uo �U o¢ Z o N i p wo ao ww ¢ � d . rp c ' U ' mo o z� Z a�i J m <p '< w �Z N oa no u a O 3 LL mw W _ w r?� oLL J Flo Mill O CD a� �t is i;3 O C O Z Lo m n' W �o 0 U (7) i� a C > o 0 .0 0 m o o N LO T i 0') 00 T E c T c'M 'rii o Z Z E E C d U J Q J JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 3.1 12 5� 12 �5 5'-10" 6-0" T.O.M. — — — — — — — — — — — 1'-O" — — — — — — — — — — — — — — — — — — — — — — EXTENDED OVERHANG TO BE CENTERED ON DOOR HDRHGT — TEXTURED o CEMENTICIOUS - ' FINISH ON C.M.U. 01 00 (TYP.) (0 25 SH 25 SH F.FL. REAR ELEVATION — Al s— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - 1� O TEXTURED C)- CEMENTICIOUS 00 00 FINISH ON C.M.U. �0 (TYP.) ------------------------------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH -- RIGHT ELEVATION — Al 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. \,,\``��a11t411 OWN Nx J r v �<' �U ''•.....• rrxi ''O�p ROFESS\ \\ 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. (0C. C> N N ILV Y - J i 0 W 5 G. N it LL W tAfr- � - W 0- Q Z �C0 LLa Y LLLL Wa L S 0 0 tm�o mc W Z IL u) CP ' IL If) MZ �tnO - O U Z ❑O❑ U C4 M Z N O z O z � � J — aU) $ N z U' o fi 1'�• i-� fB U Wo C/� w g c w 8 l/i �N c U ° LL, o E — 8 U o c Q v0D o ° N Ol O i� C":)< � � O w z g UL 21 E E ' ❑a Z C O C 0 �r a°z ao 00 �¢ 0¢ az N � N L ` (6 o Q O �� m � O Z � � a1 I U °m O¢ Z r- aw cn < z z 50 W� N � V oa a o a z �W r- � hi J cF =5 F �O O o� Z¢ a o� U?i O U-) W U � C U > 0- ^ O m o C.0 Np r 0).T— (0 2 N T to-0- /!1 V/ T T M Z E Q M o m it E U � Q 0 C _J JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP = CAP 2" iV 2" *NOTE: 1" 1" RADIUS Cl) i\l FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS REQUIRED BY r,N COMMUNITY ^ _ 4 1'-54" oo SPECS. IF NOT, 1" 2" OPENING VARIES 2" I21I N 3/4" RADIUS � �I'--# Div DETAIL TO BE 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv 1" 4" VARIES EDGE OF 1• OPENING VARIES 1'-4" 0 21" VARIES ih 11„ 1 1'-4" 1„ 2 VARIES rIN T 1 1/2" RADIUS 2" 4" � �'—�' :- � 2 1/2" RADIUS 34" L _ ki �a CO �' co cniv � <D VARIES 1z" 32" 11 3�" iv co Ta �N 3" 2" 2" 1" 1" 1" BASE • BASE MTa T 4 4'. 1 -8. 1" 1" 4 I • N N 1 1 co N 1� o *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES ---k--�t' �' 1" 1'-4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24" • EDGE OF I I OPENING T ro • , 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, O the structural plans and specifications contained within these N drawings comply with the 2020 Florida Building Code - 1 y �t j Residential Edition. Engineers signature and seal is only for the structurall e engineeringgpportions of the drawing pages bearing j �' 6" Engineer's signature and seal. 21" - N 4 M W * E n i Q ao w at " a �IN- O- u- a NMs! le O C J W N 4„ ZU) 13 MI L�o 0�� 6" MI �mNG'o t` N 2" 4" 3 2" 2" iv W `iN W c° rn J a o • > > M IL Z N � Q Q U ZOV UJ rn W ❑ ❑ ❑ 1-1/2" THICK _ �14 2 z N Q z O Q 2'-4" r 52 1 5 52., �" 4., � � M 51" 1 3„ N z N 0 'o -C:iN 4 v cn LL g a" VARIES VARIES Q w un W22„ ,,, ~ _ E Q ' _ z 8 > — 1 VARIES VARIES c � �Q • Q 4., 8, O a cfl w 32 �� M _________ 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 u = W —O Z® O c.l r OPTIONAL OPTIONAL E LL R E U <w = ^ CV CV a go u o I as o iD i cD 2 44„ c _ �j �I _ — ao pqa <D T - O 44 3n 4 N w o 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" °' m o cn �� oLL z Z �" 2 NOTE: , cn z z 2 • INSTALL OVER STONE, TYP. o go VARI• FIN. TO HAVE TRADITIONAL Q a= LOOK & SMOOTH FINISH <� 3 < o • FOAM/ EPS MATERIAL IS N i ACCEPTED o w` ;o O ar NOTE: v z Z o 3 • AVE TRADITIONAL LOOK & 3, 2'-1" c SMOOTH FINISH 14 1'-64 14, 12 N 2" • FOAM/ EPS MATERIAL IS ACCEPTED `544" 1'-11 5� > Lo 6 3'-8" �" — N 4" 3,-0" 4" � —� n' m 1" _ W O 10" 1'-4" 101, r N .p ai U O) oo N 1 iL i > O CV Q U L- Y 111 0 0 (0 0 rr ca p O " O = N r o rn Ln N r 2 O C r O o M o 00 0 • m T v; Z ih c� Z E O N `m (c E m c "1yy 4. U J � Q J 1 R'o" 11" JOB NO : 21-1072 1 2 Iy--- " SCALE: AS NOTED CV I - iiiccc--- :0 1'-1° 1" 1" GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F 1 I I • ACRYLIC SAND FINISH t 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. 150AI200A INDOOR PANEL CENTER II � #14 copper to lights & outlets 150 AMP/ 00 #12 copper to 20 amp ckh; / Zoo AMP 01 #10-2 copper to WH I I #10-3 copper to Dryer `/, METER MAIN O/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED_: INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-0 PUSH BUTTON SWITCH (OPTIONAL) 19 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: Y4"=1'-0" N _o CO N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E O 8 N LQ O N O m*? J J LL 0 00 5 co ai * . W N to rLu N C) u- 0 Y Q MLLLL Wau,y Z 13 L C) S f6 z M N on O J in Z N M a X Ln OZ o<ILUZ vvi W ❑ ❑ ❑ CD M z N z Z o a J N M (on z o � fQ u w U 0 w N c M Ln � in 03 (� � r— U w o � J E I U o ai c u) w ul o • �0 N o w ce�Z M o� L Z U_ U_ ca E d E z zo Oo �� Q0 Z® o x� �w a� _o o Z N O J <'z o o °do Wz r� mo NUY C U wo O ¢ Y2 Z U)<. �Z o� go Q a w W W w �o o w� �O a r_ Oo� z¢ 0 >L6 � L Al W � C9 ill U 0') II.�LL a) T C V > 2 0 I1 0 0 (0 m O � •� = N T 0) LO T i 0-) 00 o) O r— ai E M o z E 0 to f0 a Eto U _j Q p c JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 4 1 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED I 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. i Total SQ. SQ. FT. SO. IN. of b Upper Y ppe SQ. IN. of of vented IN. of f o ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation vented be provided Ventilation Ventilation (See Elev) required esoffiterie needed required soffit by upper i I needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) ! "NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 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 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) 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 F Q v E O M O n# N N N J V 0 O C �' aO ]�aD (-A J LL # LL W fA �rn CN,1C) - W a ' a Y a J U_ W a L. Z C) O' ♦Y L N 4:5 '@ N co 7 LL O J W in�O'�jQ' ¢ ! d Z LLW Go N Cl)Z a iY (n O Z O V U u) W ❑�❑ z N M z � g (D J QE3Q N z a U o Q) u- 4--J N C U O w g /) Ly N I N C U13 pE U p b LC a� Q 0 � I_• N O M ch o z " u W Q > z a o2 CU F- E O x� ¢OzO �� � woZ ttw U) O U z U) J y m < z W f3 I o¢ z z 0 g w0M d W U oLL z Jzco �� a 001 �! i¢ C C)O L6 CD W 0 �— o O M L) O Q� o ° O (0o � � m T co O = N LO 0') 00CF) T' T E r M o z � z � E O v; CU C Eca a: U ° ¢ a � JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 5 C c d T-185-28" '-041j1 J-"1.TYP 2'-6" x 2'-6" x 1'-0" A L W/ (3) #5'S E.W. S3 H.B. I S3 ■ ■ ■ .. » ■ ■ ■ 04 O r INDICATES FILLED CELL w/ 3000 PROVIDE Y2' x 9" N r PSI CONC. GROUT FROM FT. TO I BEAM W/ #5 REBAR VERT RECESS FOR FRT. DOOR d _3 1 /2" SLOPES co STEPS AS (1) TOP OF CONC./ PAVER TO BE 4" I LO ;n REQUIRED I ABOVE SLAB TYP @ ALL 1 PLACES SHOWN HOOKED FTG. io BELOW FIN. FLR. d 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" I F, PER FIELD CONDITIONS I �0'-0" DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ — r —Ty P I PROVIDE 1 Y" RECESS I FOR SGD. REFER TO HVAC CHASE A—, N o L S3 M7 I MASON'S SLOPE FOR WIDTH in ({_ BASED ON I• • 2'-6" x 2'-6" x 1'-0" LOCATION j W H W/ (3) #5'S E.W. (2) #5 REBAR �3 1/2" I 32'-84" `�, 4'_88° �' VERTICALS w/ in FILLED CELL I 37'-52" 21'-24" 5,4„ 3'-8" I 7'-8" I 2-- 1/2" SLOP 4'-0" I G ; ; OPT. D I: U) S3 I CJ I �--------I CJ CJ — LO }• y I - CJ .I............ I - -- -_-_ _-_-_ - - -1 CHASE TO ■ KITCHEN ISLAN EDGE OF SLAB 2" !'I : BEYOND WALL J : I ISLAND 2'-6"x2'-6"x1-0 I I I I „ LOW WALLS 00 J I t I I S3 W/3-#5E.W. CJ D-W�-------- 1 b G SINK w/ DISP ( S3 II} c 23'-11" 2'-10" 4,14., • "' JII I (2) #5 REBAR S3 ° K VERTICALS w/ in S3 FILLED CELL J I - c� I CJ CJ CJ T - -� - ..........-:.........................:...... T i } I ' 00 1 `III......:.: ----_-----:..-T-..... . ..... ... : I !;� O.-011 -/ I gm 0 ■• / / mi 0? : ■ COco13._54„7,2„J a G ........ ■ / ... C., CJ .......... CJ CJ CJ _ 11� to '- // 3-1/2" MIN 2500 PSI CONC 0'-0" /f/ I )11 SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER I : ■ .......... (3000 PSI CONC. SLAB FOR It-i j 1 HERNANDO COUNTY ONLY) 2'-6" x 2'-6" x 1'-0 W/ (3) #5'S E.W. . . . . . . . . . . . . . . . . . ... .. . » . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . H.B+II 3'-0" L 7'-2" 4'-0" L 3'-10" L 4'-8" L 4'-8" 5'-2" FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w I� CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .. • '�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '�',��• '� ; '• '�'�,� '; .' BAR ONE FOR EA. • HORIZ. REBAR, TYP. ; ";•�_ �� U.N.O. •... �.;; •�;; *"Alternate: • The reinf. bars shall be - �. • • �, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" , �'Wl"1l;'t 1", � Y C� '�s O�•'..".'E' ems,• �• f.ittE.ta*`.+, 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 a E g8 N^C # cV 0 j LL a a Y QyMv M uut a w 5 Z �0c r m a 0 5 0' co LLO-J aQ¢ Z LL a N M Z Crrn O Z O C U ;i W ❑❑❑ CD z N M z � S Z Cn Q U) N l/i Z v CD - � � (a N w U O w g U c Co Q N O" o zM o z < U- wo >N <R CI- o° z® ❑a H r6 xo 0 U❑ �0 ° Z O E N ro tru a � O < o Q a z z _ � � or $ z�ZW J zz 3 aI oa go �w W U a z � O J Y as ❑ IIIIIIIIIIII o � �o a �t °zIa o 3 0 C 0 ; Lo W 03 ■� � VJ n/ U 0) i--% V > 0 O `O� V m 0 1 co Np 0')= N r LO r di oo r 0 T E T M o Z Z v E O iri c tl U -i Q p c JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 6 L !1 RSH ENGINEERED PER ASCE 7-16 OSUCTIONOF ALLOWABLE COMPONENTS FPRESSURES ftND S FOR MEAN ROOFGN CLADD CLADDING WIND AND HEIGHT WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r ,,a HIP -35.94 -49.57 1 -49.57 -49.57�`�' 10 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 ---�------- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I �I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 I I 0 SHINGLE: 7/6" EXP. 1 (24/6) or'%32" EXP. 1 (3�'16) TILE: 7V32" EXP. 1 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS -+ -103r 1 (a 2. 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED ") 7f WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 T] 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS 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 HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS 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 - 1 Od 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 1 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS 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 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D SINKER LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-1 Od x 1 1/2" HHCP2 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 1 0 INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER—f {A) x CONT LEDGER SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—Al SCALE:1/4"=1'-0" ff�r�'l�Pi vf 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 vE°r° a O M 8 N r ik N� V O M .- 20 a * LL w UJ r r u- Lu Q QjC 04 0V u; a rSY� J LL W W 7 J LL 7a 5 N (O LL O -1 rn Q Q z LLW Ci a N M z x L O U 3 W Z W OU 000 CD m 2 z N Z i'$ Z n Q J — d_ ram Li f7 N^ , 1W Z V CDO T ♦� U OLLJ W � a pN g IrI/^1 Lv N v U W A H J E I �3 UCS 0 L e N 0 m M M N¢ o w z s ALL.. E O E U � � �z a= N Q❑ ?® 0r Z Fco (� — C:)<= X 0U UO a< 0 OO Oa ww N � � i d❑ mg ZCnC rp z y o O > z EZ � Z go W � 3 T � oa LL a o az = F o co _� w� o C C)O L6 N W m 0 U 0) C U � > T m ,rQ r111- 1 W O o) .V c0 p r N T LO VJ 00 T N E C,) o z C cc EO E N C a O U rC Q p N JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 7 V G 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, 7132" 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 should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Sae vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS BIN IN111M 3 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T FORM do GROUT SOLID N Q W O ;5 BAR CONT. 8F12-1 B/1T 1 1 O 'V' LINTEL DETAIL SCALE = N.T.S. • IN € F 100NO wl ISIS TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16- B/ 1 T o fa tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINALr- HEIGHT MATERIALS chic precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR ALTERNATE POWERS M(1) IN..(1)REQ'D G d L/EAR STEEL LINTEL O d d G ,M.u. #5 REBAR AT TOP 44 d MIN. (1) REQ'D ° 4 1-1/2" CLEAR a _ a � d GROUT D e r J Q C.M.U. d 5 REBAR AT = m w - 4 BOTTOM OF � to Lu o LINTEL CAVITY v FO v~-U,)i ui ` n OTTOM X 0X - v REINFORCING PROVIDED IN LINTEL ¢C ¢ < C7 M ^ Z- o W F O 3 D D C • 5 REBAR AT B( AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) rn m rtLU ° ° 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 CF) 5'-10" LL OF� CF) 4'-6" LL 4'-6" LL 6-6" LL MIN. 17''-4" LL F I\� 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4'=1'-0" LL 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 0 H Q 00 o E O M 8 N r ik LL Q 0 CNl . i * LL W LL Na (_ �[ LL uJ 0. u' Z J U � o g 0 O c� L ccQ 0 W N co IY O J m¢ Z LLW¢ a N MZ W y 0 Z O U � U w W o00 V M � z N z � (D Z Q c J rz ,� M N z CZ 4 N U O w s t� c M to � U 6 t $; Q see r_ Mz O Z � J LL. E w tt zo gZ ZTZ f� �® Ou w0 4 Qa Wo Z _ O E N a a o ao O Z a z t °do � C Zzp xY wo mo ZK Z05 � J �b Qz ZZ Q) oa LLLL z go a ww Wa �j � ao J o fZ w w� -I0 > ° co za a �3 Ln 0 .> O i11 U 0) Q Y o O a C7 Cfl m o coo 1"� + 00 T E c M o z E O Co a E U Q p � JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. 8 S NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSE D EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Yz 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/fMS 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 51TMS 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. 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1„ GROUT FILLED MASONRY: a" 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. 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 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1.. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpw and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. - 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 QO E M Co Co (O # N N 0N ppti # LL 0 n� N LL wa (ii rn r r LL W c �LLu`� w �i aw� 13O z @ 0 IY _ SENco P K O J W V) r rn m z LL CD N M 2 a Of N O ZOU U v�i _. W ❑ ❑ ❑ V M � z N M z � z Q Q N v M z M C7 0 Q� a--J t'CS w o U 0 .., s -- (a � cn U w y I U �' 0 c a N 0, S o M w M i m Z � J U_ E a E Z U aLL T Z® oa o. t- 05K U U 0U Z CL O E N aq ¢ z o O W 2 t <o �� ro Cn mo z , Z>Z ap EZ ran go a 3 LL a 0Z W U 3 0 a� "z CDw .'o � zl< a= 0 03 0 C O >Lo ^L1 W m .> n/ U 0) N r V > 0 0 r1 0 /11 ao 0 I� r Np .T� = CD M LO r 2 00 r /tom M T y m V/ M Z Z E O `° c a U _j Q p c JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. S N 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1 FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 Q STD.90° BAR >I HOOK 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 O CONT. BASE PLATE BEARING COLUMN �� SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL ��'• TJI PER PLAN \ OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min.) mall gap 2" min. i 2" max. a 4" max. -- - i _ Web Stiffener Fastener Schedule__ - - Joist Bearing Location _y_ Series Depth End Intermediate 1 ® 9-1 /2" �1305000s 2-8d 2-8d -- - 11-7/8" 2-8d 3-8d Clinch nails when ✓! possible / \` 14" - 9-1/2" BCI 6000s® 11-7/8" BCI 6500s®'!14" 16" 2-8d 5-8d 2-8d 2-8d 2 8d 3-8d 2.8d 5-8d 2-8d 6-8d 1) Support back of web during nailing to prevent damage to web -flange connection. f -- - - ® 11 7!8" BCI 60s 14' 2-8d 3-8d 2 8d 5-8_ d 2 Block solid between joists for full length of span. 1 9 P __ Tight fit g_ 16'_ 2 8d 6-8d l J 3 Leave 1/8" a between to of filler blocking and bottom of to flange. gap P 9 P 9 y,�, 2x4/PI oodlOSB web sti stiffener \ '' _ 11 7/8" 2"I min. ®�— " BCI 90s 14 --._ - , 3 16d' 3 16d i - 5-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails _ 4" required when Indicated or max. 16 6 16d 6 16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER - Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan joist. . N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b 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 Jk areas=20 of high or-20 sinker lateral load. nail each side 10' -011at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" < - c� STUB -OUT FOR0 9 LO GAS METER 0 o � U O ~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. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking for each lapped joist. 10dnails SECTION @ INT. BRIG. 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 � V IJ ❑ � 6"A 1Y" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN *2"THE WEB. PROVIDE AT 0 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer _ Plumbing 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — Any 16" Joist 12 1'-0" 1'-1" 1'-2" 1'-2" T-3" 1 V-9" 1 2'-4" 2'-11" 1 3'-7" 1 4'-2" 4'-9" 1 5'-4" m Span (ft) 16 1'-0" 20 1'-0" 24 1'-0" 1'-1" 1'-2" 1'-2" 1'-T' 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6-11" T-11" 8'-11" 1'-1" 1'-2" 1'-3" 2'-5" 3-7 4'-9 5'-10" 7'-2" 1 W-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. N.T.S. Joist hanger SIMPS( w/(22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. — Install tight to top flange. SLEEVE THRU STEM ° •. SEE PLAN FOR FOUNDATION INFO ' d' STEM FOUNDATION 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements I,I ' 0.6 X Joist p _ 1 / depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @- MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. v LOCATION OF ' SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE a d a d d' d d a PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION PLUMBING LINE 4 d d 59 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 d°' d i da G ad a d a e e Tr SEE FND. PLN. SIZE & REINF. `^�+ G,`t{0 Ijy lad f���ie.: C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F 0 Co o f co N 00 n # 0 r M , int--l-�� N C. �� w a Z °rn O ~ W Wr°n2°'°' 'r—y N co L O J a Z LL00 ¢ a a Z N c b0 rn X0 0�(n Z (D ; t Z Cl) Z � N z � � U) J N M z � cD o � LL � a a _LU 0 g C N �N ~ 'rs v pE s c to- Q08Q o w M o z F oo azR ® O E U 0 a� R C X U wir 00 � U Z O ro as a z a o� w z t o m� 03 c 0_z U w O o z am° ¢ W zz a 3 02 s° a� LLa mw W 0 �� O wa a O > L{) � L � rn m ^' W � ■�I■'� 0 0 VI Q CY o O m CD O T co Och T .i M 00 T Cy) rn E r M o z M z E o �,; ca c a o 0 :3 Q C3 crz _J JOB NO : 21-1072 SCALE : AS NOTED SHEET NO. SN 1 C7 Q cep CD v rn rn 0 0 J r- 0 I i x a CO d rn rn 0 J 0 i i to ex CD v i a 0 i a (U E O 0 C N i LZ 41 0 3 i CD 'o i a 0 v 0 J V 7v11r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE )C@ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END HEN PARALLEL � ) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 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@ IL (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 —\ J1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 1U-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB ( MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" APPLICABLE. --�z. MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4 O.C. BOUNDARIES, 6 O.C. INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPC @ & SLAB & BLOCK EDGES,, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" @ 6" MAX FROM END OFF 2 2 x PLATE _ SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ 10) 10d NAILS IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH Cl) ``' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 24" O.C.) 2 INCLUDE THE WALL / ° ' TRUSS @ 24" O.C. U.N.O. a m ; o. - - I II L III ° ° ° ° ° ° a ° ° 0 „ ? @ WWF OR FIBERMESH /6x6Wl.4xWl.4 ATTACHMENTS 2" WWF OR FIBERMESH i HURRICANE ANCHOR @EACH / TRUSS (SEE UPLIFT SCHED.) W 1-11 WN b I I o D • -I 111' I T L ° ° a ° ' ° ° Q ° ° 2x4 CONT. ° a ELEV. -0 -31/2 0 A.F.F. p �31/2"MIN. ° �31/2"MIN. e 12 METAL PL. UNDER EA. TRUSS " ' I I I I 1 I I I r I ° ° ° ° ° ° ° g ° ° ° - - -1!2"(min.)- 4° o ° e - ' 1/2"(min.)- 4„ ZTYP') VARIES MOISTURE BARRIER 111=���1 ��I I I I I I I I I III I I I �, ° ° I I° a ° ° ° ° a ° GARAGE DEPTH VARIES — — 00 m 0 • r 31/2"(min. - 4" II = II 31/2"(min.) - 4" - - SHINGLE ROOF „ I� I I I II 8 ° ° a g rr RM INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING ° „ , m m (2)#5CONT. 4 1 4 8 (2) #5 CONT. T I 4 -4 8' FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrC U.N.O. IN. TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES - SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-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 oSEc� ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C. HEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS S 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C U \ M �MUo 5 "x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �,./ eoN� 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 FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) PLAN �• #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING -_ 10 0' (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CClS3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. p� CONTINUOUS TO FOOTER BELOW 90 FJOOK DETAIL 1/2" GYP. WB MIN.) @ GARAGE SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK SIDE IF APPLICABLE. 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON °� 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED a BAR W ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED ;_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o v Cl) ' , e c� " ' ° z GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL () MONO OR STEMWALL ? '' .p c� D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] can 25" MIN. LAP [30"MIN. LAP] a g p .- r — _ � I �'( l CELLS (SEE FOUNDATION PLAN � FOOTING MONO SHOWN P - D °O FOR CLARITY ° ] 6 MIL VAPOR BARRIER n • - °p „ � - o ° - FOR LOCATIONS) _ _ _ D D =III=III=III=III=III=i ° =1 -I I 1=I I 1=1 =1 I F ? - - 1 N - � #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER 4'x4 INSPECTION ° D ° � I =III=III= I=III=III= •CONT. �- T #5 LAP SPLICE (2) #5 31/4" BASEBOARD PORT AT EACH g ° o P NOTE: =1= 1= = 1=I 1= N *FOR BEARING WALL _i ,- COMP. SOIL. (COMPACTED TO -n ° 36" MIN. LAP [36" MIN. LAP] - ON 3" CHAIRS 8" 1'-4" 8" FILLED CELL TYPICAL =III= = =III= W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM ~ 10" (�P') MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c� AT GARAGE CONTRACTOR _ _ _ _ _ _ -_ III= = = =III=III=III= = ==III= = (=III= -1 -1 =I �=III=III=� =III=I I=I I=III=III=III=1 =I I F , D1557) - ,- - 4" V-4" - #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE =1 1=I 1,=1 1=I 1=I 1=I l=l 1 I=III=1=III= - - -I I- '- - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/UPLIFT rG W1.4MA WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE „= V_ „ 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 SLAB INFORMATION. SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 iv , • pA M y a ;0 Z_ I M 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o I z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 4 p D N ° ° , - °v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° . • COMP. SOIL. °O _ - - TOP OF BEAM &LAYOUT DESIGN . ° ° ( COMPACTED TO 95% I I I I I I I -I 1 #5 REBAR w/OPT. () SEE ROOF PLAN - - - - a ° ° r � MODIFIED PROCTOR I D1557)MIN. t�t nNCLOSURE r_IIBEAM (2) HTS20 FOR STRUCTURALASTM 00 °° 41F SIZE & CLR. 3(2) #5 REBAR CONT.1'-4" I' 1 CONNECTION INFO r, (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE MIN• I I 1'-8" 2 STORY U.N.O. 4 ( ) DETAIL) 2x4P. I 2x4 #2 SYP P.T. FRAMING w/PLATE - - TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L 7ns" s O.S.B. z MIN 7l16" O.S.B. SHEATHING ATTACHED PER NAILING SEE A/S3/J/S6 8„ FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 w ¢ SCHEDULE OPTION #1 1 /2" GYP. BD. COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. � HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o CONNECTION INFO. SLAB STEP 8t RECESS S.G.D. rM 0� _0 J CONT. BEAD SEALANT SCALE: 3/4"=V-0" ��3� OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT -- � °`. - ° 31/2 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS _ •4 GARAGE ATTACHMENTS & 18/D1 L .' PAD FOOTING PAVERS q z c., 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 EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD . :. ' '. • r .. '. " •' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' m ` I —III - _ �' Cl) ' ' ' " "� I �-- ` I I I I -- PLATE TO CONCRETE SHEAR 180# MIN. ON FLOOR PLAN CUNT. BEAD SEALANT SIZE VARIES PER PLAN Cl) z 00 GRADE a ° _ __ .. •� 4" 60 •` ., j • I °o (MIN. TENSION 120#) CONCRETE SLAB E _ i~, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR _I I 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) � -III= 1-1' I 0 ° • =1 =III- II '.: •, T -y ` . ` .i I '% •, :� =11 1 .y .... I I - '' WWF OR FIBERMESH M ° Z W =i -III=III= w �- ° w w-1 11=111=1 1_ U LTf ILT • I ' ; `: _ TT[— BRICK PAVERS or SLAB PER _ _ , ,'' SEE A/S3 OR J(S6 T I_ I .. _I ' I "I "� SEE AIS3 OR J/S6 - > 6 MIL VAPOR = - - - - - - - I 0-0 FIN. FLR. COMMUNITY SPECS - - - --- -_ r' - -III-III-III-III =1 I -I I I-= w =1 III=1--1'=1 111-I I=1 I= FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - r I - -III III =III = - 11=' BEYOND 1 " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 ST RY) �,- I _ ti '; '•2 " :� PAD REINFORCEMENT --III-I-"' 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4„ 4„ 4• S �' ' �' �• (SEE SCHEDULE) FOOTING WIDTH CSEE ONC. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 314- V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. L "ate '�./ iJ`'fry � • J `° 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. U) Go co 8 co h it (00 Q wa�� JLLu- O =@o` _Z �. j .@ (V m W Q Z LL a N M Z � rn O Z 0 0 cai -j W W ❑O❑ V M � z N Cl) z z a 0 M N z CD _o 4-1 O ,, g C N �N r U 8 Of 0 sm CID 9w M � 9 Z F -j ILL.=o a E E �o wLL z > 0o Z® CKS0°W0 W, _° Z O CD - u p Z.1 a z d i cli ¢¢ 0 ¢ZZ Yw W MO � C =K U Z z Q% m am Q W �Z N o< aO a� W. �w W U 3 g < O2 " xk � w _ J o � Wq .o O O Oix a F O_ O > Lo rill L � m m ^' W � c� �> u.• 0 C V ' 0 O �1 0 (j A 1 ao o r o CD .T� o a) LO rn E c M o CC z E O CC r a U -j Q p °i JOB NO: 21-1072 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)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY " 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)1Old NAILS +` + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELDIN 4,LL \ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. --::: / __= AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) V -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. S� Ct TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD SCALE: N.T.S. SL� 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a ° d 8"STD. 90 HOOK g" 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J r 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 �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY �- GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. , 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. 2x CRIPPLES @ -­1 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 VVVI\ 11\l\VI\ 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 V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op00 SIMPSON HTT4 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d0 d 12 (TYP.) 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 ( ) Uj v O/C FIELD g 2x TOP PLATE \:2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF . 48, SPLICE STAGGERED N ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+4 F= 2240 LBS J SIMPSON C SIMPSON SP4 3P2 P.T. ATE SIMPSON SP4 —, 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 IN. 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 c0 I 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) > (4565# SPF) ' (5645# SPF) ' (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. i & NUT ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" Q.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM -' PLATE 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 rR SCALE: N.T.S. `` r) . • •��: -F -e i o•''•, L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Co 0 M $ n V Im�a N Cl �9 LL Dui a tlo! �° _ LL a 5 Z 0 � �, L °8 w @ N r p 2 O J W T z . a N � Z W to 0 a o< ��q _ s W ❑DO V M z N M z � 8 CDz _� � Q IL11 U) N V) z � o axJ — u- � I„ C 0 U 0- 0 O w s U111 0`1 c fa '— z8 -_Q Y �0M s co o n Q w 2 co a u E =6 o W ZR a 4 Iz o z Z• oa ­- E �T,ao 0- aJ¢ zwZd > � N� ULL i o sZ �HZ ZCn Ww oS 1Z .aW J � o 1_ <� 11 ;o CIOa z'a 3 O > Lo a� W � c� \ ./ :3 0) U O) Q U o O m C E N r v 2 04 T O O) ITci f .ice Qi 00 T y /!1 V� 0 T M o E z E 100 cc a U _j Q O JOB NO : 21-1072 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 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 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3BRACE 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) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od 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 7l16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6 O.C. ra THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL G 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)10d & (2)10d 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/'112"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W! 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • 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 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 10dx3" @ 4" 0/C SPACED WEEP SCREED x 8"THE FIRST (4) ROWS OF TRUSSES 2x4 T' ON TOP OF PANEL 10dx3" @ 4" 0/C 1/2 INSTALLED PER MANUF. " " J " BOLT @ 48 " O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM � SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" @ 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 i O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w! (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING ; RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" ( D = 0.148", L - 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL pq (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Old NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL TT -11 GABLE TRUSS WEB -' SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IA TRUSS VERTICAL x SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 t-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINAT ON 2x4'T" ON TOP OF PANEL I 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C ;° j (2)12d TOENAILS Imo! NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF '° I D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) o�nnnv.a GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o C7 d �q C�jr CORNERJACK Y Q W z 0 U HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e cc NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 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. n a8 N _fA V OZ co C� ftop LL Lu N rn040� i w a a04u; v JLLii a x a' Z 0 0. 11 OF L s� W _ M c a < Z tR2Qj°' N ixa0 No N M Zix y 0_jvVi ZpV W ❑❑❑ V co z N ih Z iz- z CD € aX U2 - w � a V 0Q) w s LO �Ln s�4 U =L� m• UCo • C Jv �0 o w M w o Z J U_ ¢ OV EEU wo i Z® oa to A ¢F UO zzo 0 � Q Z OQ W 2 CV i po p w m _ O '0 oz Z QI Q W J N Q 7� F �0 Ern Z 0O a =W W U IIg LL oH gg =5 z �~ o o CID a� C O 0 y > L.0 L � rn N n' m W C9 •� O T_ > O 0 Q C 0 o m C E N r T� co p 0) T + CY) oo r T c'M o m o TO in Z Z E cc cc E a a? c c d U _j Q p JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFEt , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR C1 X 4 APPROVAL FOR CO)Ntt/ 1x4 #5 REBAR (TYP,) 3!4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" x4 P.T. 3/16"0 X 3" LONGFURRING FURRING 2 ROWS 3/16" x 3-1/2" () #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X8 INTO (TYP,) ♦ ' STAGGERED IN 16xP.T. FROM EACH END w/ MIN. 1X8 BLOTAPCK@ BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL `STD. 90 HOOK (TYP.) STD. 90^ ♦ _�j 2x BAND JOIST W/ FACE NAIL 10d @TOP & JOIST CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLIDHOOK (TYP.) BOTWEB FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. N TO PRODUCT:JE71L METAL SEAT PLATE O.C. & FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL11LV LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" .7 ' ` BOTTOM OF BAND JOIST TYPICAL TO PRODUCT 7 x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2" NOTC FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ' +5^ FIRST 2 COURSES ♦ INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE.N.T.s. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS • . FILL 1st4 COURSES ; SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX '" 8" 1 PLY PRE-ENGINEERED TRUSS , 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR IT11 FURTHER INSTRUCTIONS. M a SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR-' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-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 WALL 10d NAILS @ 8" O.C. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , x0� T ER TO TRUSS TOP CHORD HAN ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. + �E + HGrH i '—Of' 5r-On I J SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY , + + TRUSS COMPANY OR PLAN + 2x6 #2 SYP @ 24 O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + . • 'o WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED ALL REQUIRED > ° TO /4" MAX EMBEDMENT INK.) 2'-0" 8" PER NAILING SCHEDULE TRUSS + TO SUPPORT SOFFIT °.: • >: ► t, #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i + + p 1-0 • P ` • . + CENTERED W/ g '► IN TOP BLKG&BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP 6,, s I CD. > ° 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT/ _ ► �.. ' N -- • ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x CONNECTOR . _ --- NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE 6 PROVIDE (2) MIN. __ CONT. W/ (3) MONO FOOTING , I -I I •p• -i •°. °' SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS v BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY--/ SCHED.7 ..E - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 % CLEAN FILL ° > 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. � @ ENTER SO IT .► a• _ DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL • " STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 9� HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD FOR OVER HANG FILLED CELL, • 61, . - ,, , • , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . L. J .1 V : • ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" L; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS SCALE: 3/4" 1' 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. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g-01 EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/) OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 OW A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o p nJ. REINFORCING AS FOLLOWS: SEALANT < n 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ V p z ¢ g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL `� "' FILLED CELL SMOOTH. DO NO FURROW. ° — N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >, o `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p n \ \ O SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE G) SET SUCCE NOTE: cV ° ' p Cn \ ` IF REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS p 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 p (2) #5 RE BAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. - SCALE: 3/4 -1'-0 SCALE: 3/4"= 1-0 - FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CN - •• 4p` �Q c e c•, ' 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. W Q E 00 N � � J ii N N C J LL 9 u�C.00 °� ac LL a �NC> LL a ' !� LL u jjj n W 3 Z J zm�o co LOJ Z LLW a N M Z N o ZO V 0 _j (4 W 0❑o CD Q z 04 M N z S Z s Q,n Q lo N N M z (� w o a V O C/1 w o c w �N o U � w z� c rR 0 0 Q Y N ti oCp M < w z M o o U_ E al Wo > <R a E 'z _® oa Z E— _CLVO O E N xo ar O <o -0 0 � az N N � �o �w m� N c °E z J fZ N ¢� op� no �Z W v 3 g �o =� �`- CD, $. w w 3 =r >° CO v z< a F ° 1 O > Ln a� W CC .! 0 O) U O C V O O o m c E N r co p O) .T� = NLO r 00 T E M Z CU z E O a U _j 'a p JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. SS 3 Q rn rn 0 0 J 0 i Cc d C 0 rn 0 J _o I iV i C, 0 i E co O N i 0 G U U 0 i 0 V -9 LZ 0 c 6 Cl- N 0 W 0 m v N CROSS BRACING DETAIL (TYP.). SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rrt , WUL "rw,, ,,1� rr,..-u 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 17c3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �L WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 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. ';;'ATRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 01 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) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt (2) 2x8 #2 SYP a 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 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM.- TO POSTATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"= V-0" ju MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO j FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR ` w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO4 O.C. INFO. ti . 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER h 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP ' SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS STUD) LOW ROOFNVALL h SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2X4 BASE PLATE W/ igh VARIES W/ FOR WALL LOCATION 1/2' PLYWOOD NAILS @ 16 O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x MP M EACH COMMON 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON TS12 w/ TRUSS/ FRAMING BELOW @ 16 O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER sir ---------- SHEATHING NAILS EACH y ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO — a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL „ FLOORING 4 -0 O.C. TO GABLE TRUSS TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ ROOF SYSTEM s 0 SEE TRUSS PLAN a „ _ _ _ �_ k1 MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. 19 W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R CONNECTIONS INFO. SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS ,��i4;i11l1ddd111/ OWN P '•• S • 4� G :1 ' `51 lvx FE SS10'���1`��titi it I1',\j�'1�` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a F QQ of O��LL2 00 (0 C v uJY_ ". 0 A—O a., �7 W oM 7 awJ auu- Z L@° W F,�m MO Z co cp a Z N MZ 00 d'N O U y W ❑�❑ Z N M O z C) N z Q 0 N N M z :o a) u- 4 -J � w o a j OLn w o N c N U d � J E I U D C CDiQ • N m CAD w fM ce> n ¢ o z a 2 J L E �o oo >F, aR E U <= Wx coEo X U �` 00 o¢ z �O N Lz o wz r Wm ��-. L- C < p z =Cn U .0 g 0 iz z CO J 0 6W � N a° �< W =W az w� 0 ;o a ala 0 3 N O >Lo L m ^1 W c� .! Cy) U 01) �-. V ' O O m o04 � o O �± .T� C)rn t— y 00 r T M o ca :3 T Z z E O cc IL U Q p JOB NO: 21-1072 SCALE : AS NOTED SHEET NO. D 1 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 s 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY 211ATTACHED 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 STRUCTAI ATH 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 DO NO- BOTTO FLANGE ^' ^ "" WEATHER ✓E BARRIER & IARILY SECURE 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 # In each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE a WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING \ F 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING IA EXTERIOR DOOR WITH DECK 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT a Q W m a N SELF -ADHERED FLASHING OUTSIDE CORNER I� WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2V Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING JE WCEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (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 VERTICALLY A MINIMUM 6" RE ADHESIVE AS SHOWN)LEASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent <> 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in autters. :LF-ADHERED FLASHING rTCH ,HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - - SELF FURRING (SF) LATH, - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS L�SSSISZ� ;TURAL FRAMING �TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH 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 4 PLASTER STOP A Plaster ovr 4 & CONTINUOUS BACKER ROD EALANT 1 stfl000ck SOFFIT/CANTILEVER 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 N O N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. -1 611 W Q E O N 8 r N J QO ms+ 4 e- �ina0 - J LL c "w 9) Q 12 LLwa a 4 LL U. a S Z '8 O 8 cc �NCD d' O _J W8�pjO' ¢ co Z LL Co N MZ a X Lo O 00 V Z W ❑�❑ z z � Q v J U) ti z C1 QAV) CD o LL � O-�p W p C N VrUr^1 M C �- E m I = L 5 U 0 b • a � o N O S o w o Z � J E i p oLL Wo <� =® Q 0 V ao oa w� Co(U C X U U O p U OW Z c CD E ¢z wz i a o mf `0O C N .y ZZ Z J "m ¢b <w �Z N 0¢ Z a0 a3 �w W U 3 <o o' �k r� 00 �Z < x3 ¢ 0 J a° oo il< 3 r_O 0 = e > Ln L m c� S .' U > r Q U o O C1 0 0 /I \ r� O iTT- coQ V l .� T Q ' ^ `i r i O7 co O rn M o Z E O CU c c a ig U Q 0m � JOB NO : 21-1072 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets (10 Gaugei�,� +1/2ex+112'x2-1Z" TT Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 11'2'r Dia. A325 Gals. (Typ,) o T • 814 Self4killing Screws A/C Unit Bottum Edge Hurricane Strap (Typill, 3 in front) iiljd3hEa(S Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Ga uge) p i 4 Selt Driling Strews Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) .5'pscJtc sluuiluatau Insns&riuna u pturnminl with cacti i-IundlL fur iiicuarz tridlfi' Iaae afW a�t]}aMgingavildAlli! span [ qum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Of 1 1n4f102t Iiilmm Qfll - Mity_a _ eta no Dare psndnp _ Imo! ]jags version 10-4actuter contact Erdner & License Vaadated 9e Va Submitted FNCAlmmval A,-wd star Revision 2020 Drexel Metels, Inc. Jason Shumate Zachary R. Priest Locke Bowden P E 08/1(V2020 OWS2020 OWWO20 1Otl 32020 Approved Category: Robing (502) 303-1511 PE-74021 (334) 300.1800 SudoCal"i Metal Roofing jshumnta@drezmet.com ConvOa o Method: Eveuulon Report from a Florida Registered Arell or a Licensed Fivids Professional Engineer FLih?172-M Products "I Asaa-mei Approl for Use Approwdfor Usa imolact dam ftg B Product Mode. Number or Name Product Dncrlptbn cmaact Exdration Data Ind outstds Ki MNstaM Pr�u 1 Drexel Mabel Roofing Systems DMC 100NS. DMC 15OSS, DMC 175S, DMC 200S, 12012025 Yes No NIA -0/ 180 DMC 5V Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Paw 1d1 15/A21 I'm Emit, or Rib 20 one P-,N- gait mm ttMSmD 16i1 ""'ba's Calledr Eltdne& U.- Yalldated 11e validated fulbir G FIND C Acid 6g!>t�C Mail Affirmation 2020 Snud Vent Products, Inc. Michael (3nham Hermn F. Naito P.E. Locke Bowden P.E. 12n e2020 12/19/2020 12r28r2020 Approved CMall Structural Components (877) 441-8368 PE-73778 (334) 300-1500 SubCalegory: Products introduced n a Rewlt of aro@amenwnt cam New Technology Catalpa. . Ye1Md E.Wai. Report from e FlorMa Registered Arohtem or a Licensed Florida Pro lone Engineer 9Bp k Prod�t 1cl Ni._ bar or Name Product Catalonian Quality Assuarance Cortraot Exdraffdb Dab A -mad forUn Amrowd 1. HvHZ Outside for Use 1i WhosicL Resistant Deal- gratings 1 S_"Vent Model #7540-510 Dual Fundlm Flood end Ventilation VaM 12J312020 Yes Yes N/A :100/-100 2 3mertVant Model *1540.511 Duel Fundim Fladd end V.,natwn VeM 12/312020 Yes Yea N/A .1001-100 3 Smart Vent Model#1540-520 Inwlaled Flood Vmt 12R72020 Yes Yes N/A y100/-100 4 9martVont Modal$MMO-521 Inwleted Flood Yount 12/312020 Yes Yes NIA .1o0b100 5 Smad and Model #1540-524 16&qud; Garage boa Flood Vent 12/31/2020 Yes Yn N/A NIA 6 SmertVonl ModN #t N0.370 Wood Wall Insulated Flood Vent 171312020 Yes Y. WA �tuXIF 100 7 SmanVm[ Modat #1340.574 14.5&qua. Garage Door Flood Vent 12/312020 Yes vn NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 .13 1171202t affitlity - > Dd• Deft PanElno Dot. IYLa viardoet shamatichursar Fndneer a Lldase Valldabd 191 Y8p9.ffi ltibgdftd ER 64mg a [talus, Rant- 2020 Thermal Corpm.b. Steve Jaspers. Lyndon F. S.mld, P.E. Ryan J. dung, P.E. V232020 07112202O 07292D20 10/132020 AppnAred Cishooy: Exterior Doors (8001643.7628 PE-43409 (813) 767-6555 aubCatatill swinging Fdw err Dom Assemblies E).spels"thermatru co Compllarce Yathod: Eva" slim, Report earn a m Flood. Repo d A. nfrMrtect m a Licensed Flonds Professional Engineer FLgmiw 4BRArde Gu*ty Assurance Approved for Use Approved tor Use I gg Dolan riffi!f ReArtf Yafa. Nunhr or Name Product Onmbtlon r'Mm.+.+ rnlratlm Dora 101AQ8 ssrome H-1 that) - ii4l]uaa 1 e Therms-Tru Fiber -Classic end Smooh-Star Ngrttnel 8d#39;8 &qud;lmpact&quot; Opaque No No Yes Yes WA Composite Edge Fiberglass Single Door (Inswing'O.1-ing; X c.figuretlon) 2 bon Therme•Tru Fiber -Classic and Smooth -Star Nominal 6&lrn;a&quaLimpect&quot: Opaque 12/312021 No Yes Yes NIA Composts Edge F,.rglass Shy. Dos wish sloctte(sl (Inswing/Ou swing; XO. OXm OXO cg quells) 3 con Therm- Fib -Cleric and Snorth-Star No71mal Sion 8 Aoud(lnpea8qud, Opaque 12/312021 No Yes Yes NIA Comte Edge Fiberglass Double Dom wish orwthwt 9idehtes (Inswmyoutawinp; Xxa OxxO da tguretfil 4 don Therml FlbervCluslc and Smoclh-Sit Nommel&8#39;O aWa;Impedbqugl; Opaque 12131202, No Yes Yes Ni Composite Edge Fiberglass Single Dom (InswieWCullie"i X configuration) 5 ta•Tru n ar e Thembeo-Clail and Smog&-St mi Nonal 0 58,11 &qud;lmpad&quol: Opaque 12/312D2i No Yes Yes WA C nposite Edge Fiberglass an ye Dom with Sk.kNc') tinswi WOutswin9: XO, OX or OXO comill tone) 6 1 Thermal FlberChsslc end Snoodi NOnwlel 88#39d) &amd:imptcull Opaque 121312D21 No Yes Yes WA Composite Edge Fiberglass Double Don wish or without saeltn (Inewing/0utswing: XX or OXXO don110untions) g Thcrma-Tru Fiber Classic and Smooth -Star Nominal 8&#39;8&qugL, Impadbquot, Glazed 12)312D21 No Yes Yes WA Crzrpasrte Edge Fiberglass Singe Dom (Inswmg/Outswing: X conegnatlon) 8 IN Therma-Tru Fiber -Classic and Smoglh-Star Nominal 6&M:8 &OuoblmPa t&quot: Glazed 12/312021 No Yes Yn NIA Composite Edge Fiberglass Single Doer with swole(s) i,lnswvhg/Outswmg. XO, Ox m OXO cgnfiguratlona) 9 I. Th. ma-hu Fiber-oasslc ma SmodfFSta Nm ilel 86Al &.at. Impecull Glued 121312021 No Yes Yn N/A Canposite Edge Fiberglass Double Dom with m wthcut Siaelrtes (Inswmg/Outswing; XX or OXXO ccnfigumtl-I Duaph Assmatae Amosed for Use Amroyed Ia Use rat.-O Metal am k PrOAy! YodN. Numbr w Nan Product Dnectal CaNaOt P.bo»retlm Deb In HVHZ Ott" HY112 RsatatYX p1r gytr& 12 I. Thenna•Tru Fiber -peak and Smoam-9hr Noildna Nulu ;0 &Wd:lmpactill Glued 12/J12t711 No Yes Yet NIA Composite Edge Fiberglass Dade Dow with a without Sdelites flnewing/Outswil XX or OXXO co agwelldns) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I Ie2o21 _ Z� - _ YntiftJLst Date thats, Pynifing Pill IlIIa YlW4n Manulaeturn Contact Eiminer&lJcaral Valmated av ICillell tubridited FBCAooroval Ari-bled tri.Y1. Revlsi. 2020 PGT lnoustries J-Rosowskl MIemil 13CCO-CER Mlaml-Dede SCCO -VAL 11n92020 10262020 20 11/2420 Apprqued Category; EXtenor Doors 1941) 486-0100 (786) 315-2590 Subcategory: Sidng Evenor Dom Assemblies FosawsW@Pghndustnes.c Compliance Method: CerBfi<Won Mat( or Using an FLAOIRT5 PradNcb Qui Assurance Approved for Use Approved fa un pir� J� AMA Prpdud Medat. Numbar or Marc Preduel Dseermtlen Compel Emhllpn Dab l0.1ll917r Oul Hill R&WgthrA YmM1rl 9 SGD-5570 (Large Mlsso. Impact) Vnryl Siding Glass Dow 04/142021 Yes Y. Yes WA January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTH E R 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, ILL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 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) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 19=1 s�sla EFdt c or 2ds Galt Data eenllou g&ta T1_ Manufacturer iart.ffi is"Ah" a l _"" Wdidaled IN vallml.a submitted lac At ,-d Apaowa gtatyd, Reseal 2020 Thana-Tr'Carpmald. Sew Jasperson Lyndon F. Scan". P.E. Ryan J Kong, P E. 0723/2020 OVI22D20 072S2020 IOMYX20 Apmousd CUepgry: Exleria Doors 13001 843-7828 P&O409 (873) 787-6555 Subcategory: Writing Exterlm Door Assemblies s uperson@tharmatru.. Compllancs Method EwIUaOon Report from a m Florida Registered Archfteel ore Licensed Florlds e&n.�, Prdartar.ed Engne- R Quality Assurance Approved 1« Use Approved t« Use small Dead- Eea y Rodlst ModN. Xtstrtar «Name Product Description CmM Esnkallon Data In HVyj Outside Hill Real la-un 1 a. Themr►Try "oer-C.' is end Smm thSgr Nmnra 66#39:8 &qud;knpactbqud: Opaque t2f3t 2021 Yet Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/O tseln9; X conliigu tlon) 2 bon The Tru Fiber -Classic and Smgom-Sbm Naminal Ill 9qud;lmpad6quot, Opaque 12/312021 Yes Yes Yes VA Campsite Edge Fiberglass Skye Dos wish Sidi I(Insring Outswing', XO. OX m OXO cmfigundial 3 c Thames Tru Fiber -Classic and SmmlRStar IN inW 8&#39;8 &qud;mpmO&quOL Opaque 12f312021 Yes Yes Yes NIA C:;oak. Edge Fiberglass Double Doer with a what SYeMn (In9wing/Outsring: XX or OXXO cdlfigursalons) 4 d. Thmrl Fiber-Clessk and SmooutSlar Nominal 8&p39;0 &qutl;lmpact&qud; Opaque 12r3l2021 Yes Yes Yes N/A Composts Edge Fiberglass Single Door (In"Inglouts"i X oonpguration) 5 e. Themla-TN Fiber-Clasatc and Smomh-asr Noldna 88#39:0 6qua;knpaclairya; Opaque 121312021 Yes Yes Yes NIA Cmposee Edge Fiberglass Single Door with Sidelite(st (Inswing"N"" log, XO, Ok m Otto consguratlor, 6 f. Therma-Tru FWer-Cl... )a and Smooth -Ste, Nominal 86";0 6qud:impaa6qud: Opaque 12112021 Yes Yes Yn NIA Composite Edge Fiberglass Double Don with or wimad Sd.M. (Inasong/Oulswhg; XX m OXXO configurations) 7 g. Th-Tru Fiber -Cloak and Smooth -Star Nominal 6&#39:8 &qud;klpaa&qud; Glued 1213112021 Yes Yea Yes NIA Composite Edge Fiberglass Single Don (Irmwag/Outswhg; X configuration) 6 loon Thermal Fia--Clessio and StrooNStar Nominal 68a39:8 &qud;knpaa&quat: Glazed 12rJ12021 Yes Yes Yes NIA Composite Edge Fiberglass Smgk Dom with Sldellters) (In-Ing/Outswmg; XO, OXm OXO e.tgurai.$) 9 1 Thermal Fiberpessc and Smooth -Stet Nominal 68039;8&qugr:hgwd6qud; Glued 12nl2021 Yes Yes Yes N/A Composks Edge Fiberglass Double Door with or that Sldelles (Inswtng/Outswhg; XX W OXXO figurations) 10 j Tnemre-Ton Fiber -Classic and Smomi Nomina 8&A39;0 &qud;mped&qud; Glaaad 12/312021 Yes Yes Yes NIA Composite ElFiberglass Single Don (Inewho"Outeehg; X co"110 reb.) 11 k Then- T. Fiber Classre and 8-th-Star Nominal &&#39;0 &ml:hnpact&quat; Glazed l mim21 Yes Yes Yes N/A Composite Elbe Fiberglass Single Dom with Sidelite(s) (Inawhg/Outswlrg. XO. OX or OXO configurations) 12 1. Thermal Fiber-Clessi end Smodn-Stair N_. el 88#39;0 &qud;lmpad& Wd; Glazed 121312021 Yes Yes Yes NIA Cmposse Edge Fiberglass Double Don will, or .that SMeltes (Inseng/Outswhg XXorOXXO configurations) 13 m. That-Tru FmePClassk and Smooth -Stu Nominal 6&939;8&quct;hpam6Wa; Opaque 12/312021 Yes Yes Yes VA Composite Edge Fiberglass Single Don with &qudi.Nomknpad&quor, Slddgo(s) (Inswing/Outsell XO, OX a OXO contgumbons) 14 n. ThermaTnu Fiber -Classic and Sm oth-Ste, Nominal 8&#39s&qud;Nnpam&qUd; Opaque 1MIM21 Yes Yes Yes N/A Compass. Edge Fiberglass Double Door win squd:Non-9mped8quot Sdeaes (Inswing/Outswing; OXXO conf4tira0.) 15 aThermaTru Flio -Dessle and Smooch -Star Nominal &&#39;08Wd;Nnpaot&qud; Opaque 1231/1021 Yes Yes Yes N/A (;_P site Edge Flberglaas Single Door wish squoLNal Pat quoit Sideac$) UrawIrVOutswhg: XO. OX m OXO confip8ations) 16 p. Thermo-Tru Flaer-Clessee and SmootnStar Nominal 88939:0 &qud;lmpaa&qugt; Opaque 121312021 Yes Yes Yes NIA Composite Edge Fiberglass Double Dom with 8quaLNmb-hnpacu qud', Sideliles (mswhg70ulswing: OXXO figuration) 17 q. Thertna-Tru Flber-Cli and SmodhSter Nominal Surd B6Wd:NoMmpea&glld; Opaque 12/312021 Yes Yes No N/A Composite Edge Fiaerge as SngM Door (Insw 910.lswiog; X conto"I' l.) 18 I. Ther-Tru Flber-Classa and Smooth -Star Nmtnw stir 8 &qua;Nm 4rV&cl&qud; Opaque 12/312021 Yes Yes No III Composite Edge Fiberglass Single Doer with Sdeliln (kbswhg/OUt"IN XO, CX«OXO c.sgnelims) 19 son Therme-Tru Fdro lasslc and Smoclirl Nomill 64A39:8 8qua;Non-Impact&qucl; Opaque 12/3112021 Yes Yes No NIA Composite Edge Fiberglass Double Dom with a without SNeaes (Inswing/Outswing; XX a OXXC Oonfiguratlons) 20 1. Theme-Tru Fhr•Clasac and Smooth -Suer N-W 6441 &quat;Nondmpact&gld; Opaque 12/312021 Yes Yet No NIA Composite Edge Fiberglass Single Door (Insw WOutswing; X cmfigurehm) 21 u. ThermaTm Fiber-Clesskand Smooth -Star Nonlnal 8&239;0&quct,N.4mped&qud; Opaque 12f312021 Yes Yes No NIA Compwte Edge Faerglnss Shy. Door with Sdelinlsl (InawMgNunwhg, XO, OX or OXO configurations) 22 von Thum.-Tru Fiber -Classic and Smooth -Star No mina 8&#39:0 &qua;Nmdmpactil Opaque 121312021 Yes Yet No N/A Composite Edge Fiberglass Double Door with or without S.W.in-WIDA-ir :XX m OXXO configurations) 23 won Therms-Tru Fber-Classic and SmodRSter Nominal 6301 &qud;Ncn4rrptet&quct: Glazed 12/31/2021 Yea Yes No N/A Composite Edge Fibe glass Single Dom (Inswing/Dutsahg; X c.figumti.) 24 z Therne-Tru Fiber-Classicand SmooRt Star Nominal 6&939;8&qud;NgN4 pact&ad; Glared /2f3l2021 Yes Yes No N/A Composite Edge Faegiass Skye Door wish Sldelk(a1 (InswhyOtrt9whlg; XO, OXor OXO configurelims) 25 y Therme-Tru FIbeFClessic and Smooth -Sec Nominal 6&939:8 &gdmh1oN-Impsct&gld; Glared 12/31=21 Yes Yes No Ni Composite Edge Flberyass Double Dos with or without Sideles Onsnng/Outswhg; XX m OXXO cmtgnalions) 26 z. Thernat4ru Fiber-Cli spc and Smool star NomhY 6&#39;o &qua;Nat-inpplot wt&; Glazed 12/312021 Yes Yes No WA Composite Edge Fiberglass Skye Door (mswing/Outawhi X cmtptntlon) 27 zit. Tharme-Tru Fiber-CM.slcend Snodh Slit Nadna 8&#39;0&qud,Nan-Irrpsetatcl Glazed 12/31/2021 Yes Yes No N/A Canposse Edge Fiberglass Single Doowtn Sldellleia) (Inawing/Dutewing; XC, OX or OXO configurations) 28 zb, Thermo .Fiber -Classic and SmodhSia Nominal 8&#39:08qud;Nm-Impwr&prd; Glazed 12rJ12021 Yes Yes No N/A C."I'mae Edge Fltne guess Double Dom with m without Sldean (Inswtng/Outswkng; xX & OxXO configurations) Flom da Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 I&=1 E2114 Entlmf9r Date We Data Penlarw 2119 _ Type VKWW Man(psgsusr CCI)Il < EnlMaer&Lloarns Y*Iwm4dbyapaed ttt+�ped FBC Avarova ttgg� status Revision 2020 ThemN-Tru Caporeb. Stave Jewel Lyndon F. SMalldt, P.E. Ryan J. IOng, P.E. IOtt 312020 07n22020 0713CQ020 10/132020 APprOued CYegay: Exterior boars (800) 843.782& PE-43409 (8131781-6555 Subcategory: Swinging Exterior Odor Assembles sjaspers.@themnatruoa Compllerse Method Evaualpn Report from s m Flaiide Registered Afchill m e Licensed Florida Professional Engineer Ogg Assurance ppprowdtor llse 0.00rpved Ior line t.-I g." Seo R RaLtl Motlel. Nrsrrpa« Nmr Product Description CuNrxt Eadretbn Dale In NVMZ Outside NVMZ R ssi Pressure 1 a. ThermtrTru Flber•Chsskand Smooth -Star Nanina168#39;86qua:Non-Impactliqud: Opaque IMI12021 No Yes No N/A Composite Edge Fiberglass Single Door (InawhglOdawhg; X confiwration) Florida Department of Busyness & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I are ny2021 _Iffil - EmW or _ Jam! Data DKO Penceno De" .tiCt Yard i1wlStit{aaE Contact ErndNar a Lleeme Yndaed av y, FBC A-1-1 epyroVid ; Re,A.I.n 2020 MI Whdaws and Doors S.t Stlinge, Lue Roberto L-09 Staves M, Urlch, PE 101062020 1 OM/2020 10/192020 12n5/2020 Approved Cenpay: E]denor Doors (717) 365-33DO PE-02514 i7171317-W4 Subcategory: Sitting Ezlermr Door Assemblies bpfihger@mna.dam ComRttands Maned: Evaluetbn Repot from. Florida Registered Architect ore Licensed Fonda Flil&VY.aB Professional Engineer PreAmds Quail Asset- Aporowd for Use Approved tor Use rt� D,91- asp # Rpd d Model. N tuber or Nertn Product llssalptlon Contract Expired- Date In NVNZ outside NVNL IIt"Ist ( Preswre 1 SERIES 42DALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No VA 145.314&quotX&Obqud NON -REINFORCED 2 SERIFS 420ALUMINUM SOD SERIES 4" ALUMINUM SGD OX. XO, XX 12/312024 No Yes No NIA 96&qum"'0&qua: NON -REINFORCED 3 SERIES 42DALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 1213112024 No Yes No N/A 145-3/48qud:x96&qud: 4 SERIES 420ALUMINLIM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. IV312024 No Yes No N/A XO, XX 98bqudA98bqud 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 1Z13112024 No Yes No N/A 1431quol:x96&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d 2 INI - - ' IsANitySL clets, 20 Date Pond- Aft MW vraton Mantdedurer capital IMNal&Ucsnas Valdtued Ml validated 4ultdWIted 1W Aggrowl status Revision 2020 Wayne -Dap. a d(dsl. of Overhead Door Dweyne Kell John E. States JeSmy P. Amason, P E 10n 2/2020 OMSQ020 10232020 12/152020 Approved Corporation 1330) 783-8121 PE-51737 (904) 821-5200 Category: Extsna Doors ce-194weyno-Miton c Subcategory: Sectional Exterim Door Assemblies an Cempgaus 46arl Evafuatlon Report from A Flodde Regsered Architect m 4 Licensed norlde Professions Engine - Quality Assurance Approved for Use Approved for Use Impull DOOM $8a35; Palu ct Dalf rictio0 Centrael Fmwllm Date In Hl gglitft III $tl�Yli t�4Mal 3 BDOOJ8f 00/8200#7105 9Max width 14&#39. Met"ght. Glazing No No Yea Yet s31.001-35.00 Notable in lop or Interna late section. 10 8000/810018200 01123 1611 Max width. 14d139; ibex hall Glazing 12612023 No Yes Yes .30.001-33.50 atatable In top or lmennedlate section N N L V/ U fall O CV to N M O 0 Q O 0 O CU LL O .c to N ii o i O CV Cur Y L Q Q Z Z W J L E Z _W O CL O L U O < L (3) V m Q CL O L- W > �^^,, Q W z J Z Q ^J^ SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Page i off Florida Department of Business & Professional Regulation Paw 1 of2 Building Codes and Standards 2p21 Building Codes and Standards 7J 2021 Product Approval Application Detail Product Approval Application Detail ssPt areas..(+* due eat QUI% " Ill 29k ails ate 2ALbngm asit gpdE II@E Yarslg- contact FJnublama uomae Yasdatedrw j 8ubmI08Y FM Aourasd Approved ,gala§. Sint VandWt Yaglearduru S� F .&.IkilFa Validated 115wdu magaim F3GEaaraYffi A—ina0 ]ypt Version Mw&AWter Revise 2020 Cumw Division of AADG, Inc Tom Repay UL LLC Troy Sol P.E. 12n 01202D 121DIM20 42111/2020 roved Approved Revision 2020 MI Mrndows and Doors Brant sohnger American Architedurol Steven M. Urkh, PE 11/172020 11/17r1020 112712020 Approved Aeimatbn 202D PGT es Category: Falena Dias (641) 484-2013 (854) 84?-0880 Ctaaory: Wlnoows (71713�3b0 Manuhcturars Msacieaon (717) 717-8454 pry: �p�,: Wn� suW*.pry: Exteaa Door Cmgonents torn.repey@sssaebloy eo subcategory: Single Hung beMingergmaed.cpn subCobacry: Single Hung Compdanc , Method: Collocation Merl or LNbng In Co."— Method; Codification Mark a Listing Giglkv Assay— Approved to Use Approved for Use Impact i Conpla ce Method: Camkabon Msd a Listing Fttrat1837-80rYdaleh 222-e Raduct Daxrbllon COMrad Emkalian -atelaffin au15MB Hi Rw y( t Ressuns FL923S4tn Products Quasar Assurance, Approved for Liss Approved for Use � Duration 2 Ise SH 52.72 Fmrflmrge Fnme IG/SG Single Hung 10IM023 No Yes No e8b-B0 a5ffi.a Robed Heed. NUMa « Nm $4n1 In HVHZ dfy Affifilgifil preasure LapmNad Glass Rpdrxl !/acted. Nunb« «Nano 1 607, 707, 727. 747, 757. 777, and 847 Single and Pais of Fush. Glazed, and Louvered single and parrs or 12r31/2025 Yes Yes Yes NIA 2 SM500 (Large MI Impact) Doors hokod mail doors, Florida Department of Business & Professional Regulation Page 1 or Building Codes and Standards I/S/2021 Product Approval Application Detail ll�illi IT Ill f� E tty or sit! dffiB ®Ite.Paxm1no vie TM y Mmuraarren Contact ErdMee41LOM VaW I dM Ytav111d ant Fro Approve Approves BNKM, Im Vaelon Manrdarturer Revision 2020 MI Mandows end Doors &ant SNanper American Architectural Steven M (kith, PE 11022020 11422020 ll2812020 Approved Affirmation 2020 PGT Industries Category: WIndows (717) 365-33DO Manufacturers A —heron (717) 317-8454 Cat Wnwos Category: SubCatagpry: Fixed bstlirger@miwd eon subcategory: Freed Compgmoe Mdhod Cerubal(on Mark or Listing corrpnana. Method: cen6oaanpn Nfaa a Listing FLOISUS-11iProducts QLiftv Alfonso -Approved fa Uw Aooroved fa Uss Upper,( 229M iles.6Product Mill Mishear or Memo Product Description In.Hi gunallHlQli Rjdt,,A P—,, AU Rpbuct Moul-t=cr Km t 185 PW 73. 721nsulabd Glass O4J031= No Yes No +80/-80 5 PW.5520 (Loge Miaslle -PaC() Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l dl I/SrJ021 Florida Department of Business & Professional Regulation page I er I Florida Department of Business & Professional Regulation Paw I off Building Codes and Standards 1a2021 Building Codes and Standards 1,a202+ Product Approval Application Detail Product Approval Application Detail Coda eraw or Alta alit Dole:Fwukm note Ca k Edur or Wt Data Pasdipp .Qata type Version "Lifatt Carta Engineer & Llca se Vdldated a, VNotd submitted FEC Approval Approved StaLH Tygt VtJsn ManufaAUen t Cndnwr a Came Va Wded p vaeaeted submitted FBC Approval Approved Amu Revision 2020 James Hardle Suddng Products Inc. Chad 01 ks V Andrew Ten John Southern. P.E 0%52021 12/14/2020 01 IM021 ding FSC Appn Revision 2020 Aside Nick Thompson Lyndon F Schnnl P E. Ryes J. King, P.E. 10ill 1026ll 11)02,2020 12MWM20 Approved Caall Panel Walls (909) 545-8359 PE-81662 (352) 357-2525 Category: Panel Wells (330) P22-2389 PE-43409 (813) 76 6565 Subcategory: Sang chad.dleckattjonanord subcategory: Seats nthanpan@allde.cem Comp l c , Method: Evaluation Report from a e can Compihnce Mdbod Evaluation Report from e Florida Registered PJclnast or a Licensed Fonda Florida Registered! Archl ect or e Llexpead Florida Fig Foresaipn l Engineer Prdeasicnd Engineer aim! gmamAmAm Approved fa Uw Amrowd f« Un metal gpslap Contract Expiration Data In Ill i 9291 t PM-M Read Oudk, A-- A,,rovedfa Use Approved 1, Us, s Gala InH i Out"HVKZ Uneact aemers gal Prft 1 Cmnpknk Lop Siding fiber -cement lisp siding 12/312023 Yes Yes NA NIA I e. &Rud;2T&Ruol Soap Vent orSdid Vnyl Sate 12/312021 No Yes No N/A 2 HardePlenk Lap Siding fits -cement lap sharp IV312023 Yes Yes NIA NIA 2 b. &uuct ANience T4&eud; Seek Vent a Sold Vinyl" 12/31 ti No Yes No N/A Florida Department of Business & Professional Regulation Paw to( I Building Codes and Standards imrMl Product Approval Application Devil rdo alaat.or Asa Asa IN DateFmcku ca. ]j(pq V.Cslw a- Comad !nines&Licerae VWkktdar y,Ncahpd Submalad FOCAwrmal Approved status Revbbn 2020 LV. Thompson, Inc ohs Thompson Arnitalmal TnyChnshnan ZacharyR Prest SevenM ckich, PE 09M 7/202D Ostifil 0 09220020 12MSM20 Approved Models Company (TAMCO) (813) 246-3456 PE-74021 (717) 317-8454 Cataeory: Roofing tnY@9ometakoofin9-rim Subcategory: Roofing Accessories that are an Integral Part of the Roofing 6yatem Compliance Method: Evaluation Report from e Florida Registered ArdoNact or a Limited Field& Professional Engineer Robs Mead. NUMB« vim i�a,m,d eD.aeu Approved fair Us, Approved In Ill gAaslta.R= fair Un Imbed Rai" 229M pressure I TAMCO Flat Top OIFRidge Vent al Belle for Toe 26 ga. strul roof —ftta won th fro 091092026 Yes Yes WA NIA 2 TAMC0 Goosemed( Vera 2608. 09/09R026 No Yes WA v0A52.5 7 TAMCO ON -Rope Rod Vent with Salle 26 go stark roof vmMator xib Integrated baffle OWMI2026 Yes Y. WA N/A 4 TAMCO Round Tap OR -Ridge Vent wkh Bose for Tio 26 go stalk rod mail witn bane OW092026 Yes Yes NIA NIA Florida Department of Business & Professional Regulation page I d I Building Codes and Standards I172(-I Product Approval Application Detail Waa.0 gap an Dal Panel Elsa 111122 Wooden NmLtaauwCapped famlraa a Lk— V dW&w a, )!saNY)7 awmgm FBC Approve! AFal iaailer Rawson 2020 Global Protection Products. LLC. Tin Robinson Weller A. Trill Jr., P.E. John W. Knezmnch.. PE 08082020 08MV2020 10A12020 12115/2020 Approved Category: agukers (254) 609-7545 PE-44167 (954)172-6224 subcategory: Storm Poleh Ilm.robinscnQypmLcan C.."N a Method: Evolutin Report from Is Flnde Registered Architect or A Licensed Fkdde Professional Engineer adtp.S gkaLw As--, Product Description, Approved to Use Approved for Use Impact Intrmz outside HYM liWlBDt 2UIM P-- 20 Gage Gelvenizad Steel Star. PenelsM1AMZ Corrugated Galvanized Steel ii Penek retained 1213112021 Yes Yes Yes N/A or not by tracks to provide hurricane protection. 2 24 Gage Galvanized Steel Storm Pan iolifi Z Corrugated Galvanized Seel Stone Pend, repined 12/312021 No Yea Yss WA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope I of I WrA21 doe Panel gat 1021 version YiDIsiMtYnL Contact adtnaa&Ixnae Validated By VIidsasd $lagag4d jiAporo,d Ace -yang ifYut Revision 2020 MITek Inc. Erin Waken ICC Evauatlon SII LLC ICC Evaluation Service. 10A22020 097JOnO20 lam 1/2020 Approved Category: Structural Components (962) 898-8635 LLC. $mbCC agory: Truss Rats ewaldoo.u.com (205) 599.9800 Compsance Method Evaluation Report from a Product Evaluation Entity PLIMR44r Robsnb p Amreved /o Uae Approved for Use Imwas g ales-E 8o ,tffisalollm] 1,HVHZ daetddisHl BgWars ! 1 W SSHS 18 ga. spa high strength truss connector plate Da/302021 Yes Yes N/A N/A 2 Mil 18 lega. trusscnrcctar pate D91302021 Yes Yes N/A N/A 3 full 18 ga, nigh merger truss connector plate a8f30/2021 Yes Yes N/A N/A 4 kf720 20 ga, truss connector plate a87302021 Yes Yes N/A N/A 5 WT20HS 20 ge. high strength truss conned« plate 08/b2021 Ys Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail SmYt 1Vae Y![sion Ilenifafdursc Revision 202D Commercial Coarse Propatt,lnc. Catogay: 8puotural Components subCatapory: Products Introduced ass Result o/ NOW Technology Corrpllanw Method: Evaluation Report from e Fonda Registered Architect or a Licensed Fdnde Professional Engines PLIM"44M Rraddb see k Product Model. Number or Name I CURRY Process a commercial Cncrete Products Page l off 102021 Code BM Ys+AaD mmukdurer Reveon 2020 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories that are an Integral Part dthe Roofing System Compliance Method: Evolution Report from a Florida Registered Architect a is Liceneed Florida Preteadonel Enginwr AMA Rpbrel Nadal. NreMer«Non 3 3-FLAMCO &Wa;RV 10 Ridge VeraBRuct: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poe lel 105=1 an*, or ft2 20 Cit. Pendm fti corsat & Ucgm vagdetee By Val►ec Approval d Clark Jones James L. Sucker. P.E @ Steven M. Ur(ch, PE 09272020 0925M20 IOM412020 12/162020 Approved (904)7115-8400 CSUCK Engineering (717)317-8454 clerk@8amto.com PE•31242 hW W A"wave Approved for Uw Approved f« Use Impact DIAM Regret Deseriopon Date In HYHZ Ethyl ijhy Resistant P3 wn Aurnium Was Vents for patched roofs lancated 12/J12024 No Yes No NIA from 0.025 Aluminum Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards I17=1 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 Ifaml Erdkv or 2da ME Dale P.rlenp Rang ca tab Snalrrear& Licenseyalldt*d la, V PlICApprovel Approval a wwi Jens Rasoasid MkntDade SCCC - CER Miami Dade SCCO- VAL 11105/2020 11/082020 11111/2020 Approved 1941) 451 (786) 315-25M or",1 oesM@agbinustrill Quality, Assurance, Approved for Us, Approved t« Use traded gesitu Robuct dsaldlon (2prarod Emltallpp-ate IZt� Wske NVKZ Rasura Vinyl Single Hung Window 07130r2025 Yw Yes Yea N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 +Faf2021 Florida Department of Business & Professional Regulation Feel I art Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards +r2o2+ Building Codes and Standards 08/pt21 Product Approval Application Detail Product Approval Application Detail fiS9t aDtalLg Ave 20 Date pwldm 90 Gage lindar or DON 2b Data Pentagon 00 ]jig@ Vgr�i i contact Endrem a Licerrteyagdetad ra, VaNdal de 35fB.ntdad FISCAM—al Approved mast z= Version, milatigai Sri radmaaA Ueew YsiWsiW.@L YiYltli{td 1➢glifili FBCAparoW App1gYffi sgKYt Revisor 202D MI Windows and Doss Brant Skfingm Luis R Lamas, PE StevenM Lioh, PE lMSM20 10IM020 10/192020 i7JI&X20 Approved Atr MUtM 2020 PGTlnoudrtes Jens Rossol MIaN-Dede SCOO -CER Wal Dad. BCCO-VAL 11A52020 11A52020 11n12020 Approved Category: Windows (717) 3653304 PE-62514 (717) 317-6454 Category: lMndoes SO) 486-0100 (786) 315.2590 Subcategory: Mulhon, bt ingarQ M d.eom a subCatfince cF n owski@pptiedustries.c CamisUa Mepdd Evaluation Repot from a (hod: CannlWanw Method: Certification Mark a LIWng Fonda Registered Architect or a Licensed Florida Professional Engineer outsellan3 Rabsdk ELRIS35143 Phistakdo Mill Product Modal. NulMer a Nm -rdNV Assurance Actoroyall ag-Live Approved 1« Use, Impaer Dad - rp ,gp tadoct Emifatln Data Usma� Wslda HVHz 112al Rama Mod L Nrmbr or None -uakty Awrranee Apaovetl fa Us, Approved fo Use Imp )aWoa $�, Contract ExWmtlw Date In Ill W rode Ill R PJ3tewrs 1 Masons far AN Dooro and Windows Aluminum Mullion. 0$262�6 Yes yeaB Yesl�era N/A 2 5T84 Vertical Alum— Mull 12/312024 No Yes Yes N/A Florida Department of Business & Professional Regulation Page I oft Florida Department of Business & Professional Regutation Page I off Building Codes and Standards IAWMI Building Codes and Standards 1erN21 Product Approval Application Detail Product Approval Application Detail 92111 aLdh[3t 20 no Data Poland IM2 Cab 291 292 Wa PNldkm jig Mad! VolMaOtfaeWra cameo Lkansa VMldated By ydldded i FBC ApprovalApproved! otaus jYaralon mmumokm �e Centel Enp�INnw� a Llcmns VaNdated IW Yia9siffi 3aOL5ld FBC Amralrora Anoro ed gogyy, Revision 2020 GAF Michael Sl Robert Nkminen John W Knezevloh, PE OM62020 09212020 1=212020 121161 Approved Revision 2020 TAMKO DAdig Products LLC Kem Edon Robert Nleminen John W. Knezevlch, PE 1=42020 092s/202D 1DN 212020 12/15=20 Approved Category: Roofing j80 ?M-3411 )N65918s (954) 772-8224 8248844 PE-59158 f954)?72A224 ID&Catagel Asphok Shingles rrdleh@gat,com subcory:Roofing subtdapmy: Umanaymenb Isom Kem_edat@tamko.cen Compaace V dhod: Evaluation Report from a LompNanee MaMOC. Evaluation Report from e Flaps Registered Architect or a Licensed Flora Flnde Registered Architect or a Licensed Fodde Professional Engineer EsIfJ>tli�.B PrdesNanN Engineer d13 {{eta Approval for Use Jointed 20M FlaDaWlfia Quiet, Assurance A —vied f« Uw Approved for Use ITS D W- Product IlpdeL NUMan«vim amH di- $o9uiLat 1,.HVHK ousladdis Hi diesl ei $'gYUe 129A Product MWPL Nlmbaor carte Carntract Elmiratkn Data In Nil Waldo NYNi Ad9ai Pressure 1 GAF Asphal Rod Shingles Fberglas reinforced 3-thop, laminated, Stab and 12/1S2022 No Yes WA N/A 1 TAMKO Rod Urdedsynents(HVHZ) Roof.rohmayments (anise In FBC HVHZ lolfl 021 Y. No N/A N/A Mpnidpe asphalt shingles jur(sddials. 2 TAMKO Rod Underhymenta(NON-HVHZ) Rcofundenaymenh for use In FBC nn-HVHZ 1di8rn21 No Yes N/A NIA jurlsdcllns. leg Ymrsn YmuOSYsa Revision 2020 Lwow Category: Roofing SubCahgory: Real Accessories the we an Integral Pined the Roofing Sydarn Complin Method: Evaluation Report from a Flora Registered Architect or a Licensed Florida Professional Engineer PLa17212-MPI,budp 11221 Rod1a WPM, Numbs or cane 1 Dockl DA-4 orTRi-Gulf, Dock-Av DA•4 SOY( Endo or sue go Data gent gffi In Version 1NoiQ:imlui i�ra i&isimesfJll�sa YsiitlffiEd.®L Yaadsitd momna FBCAoeroval Appfgyad ffisik[ IYas Vwldw Y:Otdardtrx Revision 2020 Global "so— Products. I.I.C. Tin Robinson Will A Tilat Jr., 9 E. John W. Knezonn. PE 091 02A82020 10,012020 12diSM20 Approved Revision 2020 AN American $halos and pas catoll Shutters (954) 686.7545 PE-44167 (954) 772.6224 Category: sputters SubCahgory: Sam Peal Inm.ndvnson@gppent.cam MdbW: Compliance Method Evaluation Report from a CCohVAI— Eveushn Report from e Florida Registered Achaedt or a Licensed norlde Florida Rossini Architect ore Licensed Forl Proressinel Enginser Professional Entereer 11 um gmabAloama Awaked 1g,Rpp Aaraved for Use IMRI&L 22dM lolflCii cuftid, Ill Rplgp@ P—, 22" Product Model. NUM+a Nm 1 20 GeV Galiarleed Steel Sam PoolsMVHZ Corrugated GeNanimd Steel Storm Panele repined 12A12021 Ys Yes Yes N/A 1 24g® Galvanized Sted Storm Penns or not by tracks, to provide hurricane Protection. 2 24 Gage Galvanized Steel Scum PwelaMHVHZ Corrugated Galvanized Steel Storm Rose retained 12/312021 No Ys Yes NIA a not by train to provide hurricane protection. 99111. mm version Manufacturer Revision 202D Weyerhaeuser Category: Structural Components Subcategory: Engireaed Lumber Co.0—Mothd: Evaluatlon Report from a Rafiita a" Product EvaWllon Entty, Products >(�t: Product Ilodd. NraMr « Nm t Moreton LVL 2 Pera11A. Pal 3 nmberrStrand LSL 4 TJ RI. Board 5 Weyerhaeuser Ron Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Isfift or Caplan another a ucanw Vallifill ft Rob sewwin ICC Evaluation Service, LLC Ian Low P.E. 1253)924-6476 (608)839-3288 Rwort.So Idvrin@sn"ha wsa,com Product Description Laminated Veneer Lumber FoAl l Strand Lumber Laminated Strand Lumber Structural Cernposte Lumber or Oriented Strand road Rim Spend Omelted Sand Bard Ron Board Page 1 of I 1p2p21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 at 1172021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 3 In2021 Islas, far 20 20 Dale Pmcl p gsit coo Bi*v at affix nap Dole Panatnp IYalffisia9 %visas E�16sor,A U 08t yewts l Br Y)y�pp FBC Approve Apace 9asifM MISS!V" Mantf=Wmr Catad EnWnea& Lkaho Vdldded rlv 3ld FaCApprovd Igsistt Katrina Jolley James L. Stuelar. P.E. Steven M. Unn, PE 1123202D +123r2020 11292020 ding FSC APpn Revlech 2020 all Roofing Anderson Rotor IAPMO Unf orm Elsluadon Gary W. Well 11/032020 17A22020 11jol Approved (501) s83.6163 PE-31242 (717) 317.8454 Cmapory: 9 Services LLC. (205) 851-0180 klelley@ImNnco.can ry: R arrtnCate➢ory: oofin9Tees R.100808091 RCO1rJlndenn@Doral.co Compliance Method Evdudlon Report from a In Product Evaluation Entity gwav Assdaru Approved IN Uw Apptowd for Use dm22d gam, Product DissertationIn.h i Outsid,HlQSi football EMINM GuallN AssUee:a Approvedfa UseAmrovea la Use jr Deal16 Saxony- Shake, Slate. Country Sloe, spa Old Engfiah Flat More -Dow CO 1MIr2f 0 No Yes N/A N/A Product DesaiDim Central Expiration Dale IrnMN 21 Out" Hi Reassert Pr Thatch &amp: Impact Low Prose. Petyyropykane Rustic. Rod Vent 121102025 No Yes No-97.51-97.5 17 any am - Sloe, Snake 8amp; Spa Snake Flat Profile - Stoddon. CA 12(312020 No Yes N/A NIA Medmkety Alined to Plywood Deck. 18 Saxony 600 - Slate, Snake damp: Spit Shake Flat Pronlle- Ffi lo. CA 1 Ml /2020 No Yes N/A NIA 19 Saxony 700 - Shake. Slaw &Amp: SPM Shake Fiat Profile - socldaf CA 12/312020 No Yes NA NIA 20 Sr 700 • Shl Sole &amp: Spa shake YEspana Flat Profile - Rialto, CA 121312020 No Yee N/A N/A Z7 Take / Barceone High Real - Katy, TX 12d r2020 No Yes N/A NIA 28 Vas Low Ride -Katy, TX 1213IM20 No Y. NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page of 1 1m202I P.O. 1 d 1 Im202t Validated somm FBCCApproal Ap Wd � Wpkfpgpag cog= 292gwaue.ra. vdddwev VMkid 1 ae�p A�Wd 3a1tLa 10/132020 Applied For Revision 2020 CAST-CRETE USA. LLC Crag Parkes MismFdW SCCO -CER WomFdde SCCO-VAL 11202020 10MIX20 11272020 Approved Category: Structural Components (813) 621-4641 (788) 315.2590 SubCategory: Products Introduced as a Result of cpenino@cestade-can New Technology CpmNlanu Method: Certification Mark or Llahg FW8tA13 Pry amwk AuNLMU Approved fa Us, Approved for Use Imo am ID HVHZ SEesift hi Resistant P—es ABU Product Mail i/ mhr r N.m.Product ObtabADn 03/31M21 No Y. N/A N/A 1 High Strength Cncrete UnteN 4. 6. 8. and 12Inch Wilde pram, M 2021 No Yes WA N/A 03/312021 No Yes I N/A 03I3112021 No Yes WA N/A 031l Na Yes N/A NIA CAm tvAserascs ADaew/faUss Approved /a UNbmaw ggem SontrutEssiraffarn od, InHYM outside HVHZ R.W t t — OMI2022 Yes Ys WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 11irml d�ggi Er&v L 2K§ 2st Date Pendmp 2im Mail Vandal Mmttfaauta cortwfi landfall &license Validated III FOC AchraW Approved aaskt. Revson 202D AJ*e Stwn Leeds ICC Evaluation Service. LLC WMam M. Fo 1, PE 1001/2020 10222020 111,1152020 11A5M20 Approved Category: Structural Companem9 (3211110-3577 (407) 581-1911 BrlbCehgory: Trues Poets Newif@alpil0aw.apm ComAB Metho2 Evoll Report from ■ FLMOA MRakeok P'n ud EYeu b. Entity QUWNY Assurance Approved fa aka Approved for Uw w Imq eD don lam RgblrtModd-Numba«vim $pdg(ctDm(�p gprs[pgl, In.tad8 $atmt.tROfi R Wlimt Pleswrt t rrw scrual ee Hlghen Sken(H 8amp; S) gh Meal Coremo tar Plate 12/312024 Yes Yas N/A NIA 2 W ITBCG7Apke Hinge Plate Morel Connector Plate 121312024 Yes Yee N/A N/A 3 rrW SCG/APO6 TruI« Metal Connector Plate 12/312024 Y. Yes NA NIA 4 ITW SCG1AIPine We- Meal Connector Plate 12A12024 Ys Yes N/A WA N L cn j i ice+ U Q O O . �-IM (U V N I..L C C OO CU cu (n C C L Q O U- O CU ,w Cn —0 Al W-it E O 2 CU V / Q z z W J Cn -all"'aaaaaa -#--a 0 Cn —tf _11., C_ or O L_ Alliall"i C/) Coo O 2 (M) V m W a z z Q J a SHEET NO. PA 1,1 Simpson Strong -Tie 2020 FBC Approved Products Upped 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 ®For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals fisted below, CLICK HERE For drect links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For addtional information regarding Florida's Statewide Product Approval System and Miami -Dade Canty Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Aeceptence (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Miemi-Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. FL#2355-RT FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- 9/16" and heights ranging from 4-5/16" to 11". Concealed flange Seg # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description vtW Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH BrickTies greater than 3-9/16'. 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMSTl2, CMST14, CMSTCt6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 3 APB44, AP844R, APVB66, APB66R, APB88, APB88R, APS1010. APB1010R, APV844, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16". FL#9569-R6 APV844R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 4 APDJT2-4, APDJ72R-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 Sea # Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21OZ Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, HISS, HIS-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 2 SD9112, S09212, SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy G'uderTiedown 518" and heights ranging from 3" to 10-15/16". 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-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong-DrNe SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SOS1.5, HSS2-2SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available In widths ranging from 1-9/16" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 18" and heights ranging from 6-15116" to 19.10. 5 SDCP22434, SDCP22512, SDCP22614, SOCP22700, 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 HTSQ16KTZ, 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, SOHR31614 Strong-DrNe SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1/16" to 13-3/4". 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, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SOS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTS20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2, H10S, H14, HGAIO Hurricane Ties 18 LTSl2, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-518" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, WT72 Straight Straps FL#10007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps AW Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps DA" Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skswable Angles 24 MSTI26, MST136, MSTI48, MS7I80, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BP112, BP1Q-3, BP5/8-2, BP5f8-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA202-12, NCA2x6-16, NCAZOO-16, NCA202-18 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable(Skewable Hanger 27 RCW812, RCWB14 Wall Bracing 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 I-I/Z'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TB20, T627, TB30, T836, 7842, T848, TB64, T856, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available m 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. 7WBI4 Wall Bracing 1/4" and heights ranging from 11-1/4" to 32'. 12 URS5 5/6" 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 6-78" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WBIO6C, W6126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 2W. 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 1-9116" to 7- FL810447-R5 1/Z' and heights ranging from 8" to 30". S $oduct Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-78" 1 OTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/Z'to 28". 2 HDC10/4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3.9/16" and heights 7/8" and heights ranging from 7-1/2'to 37'. 4 HDU2, HDU4, HDU5, HDLI$ HDU11, HDU14 Hoid-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" 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 1-518" to 7- 9/16" end heights ranging from IS" to 26". 8 MPAI32, MPAI44 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 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-18" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8" to 13.1/8". 10 PA118, PA123, PAI28, 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 1-9/16" to 5- 11 STHD10, STHDI0RJ Strap -style hold-down 9 TBE4, TBE8 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHU348, HHUS410, HHUS5.50/10, Face -mount hangers 1/2' and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25MO version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16'. THAC422, THA426, THA422.2, THA426-2 1f8" to 5.1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81/22, THAl2.06/22, THAI2.1/22, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for kJolsts Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 1/2' and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3, THJM2-5SOS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-14', 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 equalto or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valle Truss Clip y p greater than 2-9/16". dangling from 5.3/8" to 7-1/4". 10 HUCQ1.81/9-SDS, HUCQ1.81/11-SDS, HUCO210-2-SDS, HUCQ210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9SDS, HUCC5.25/11SDS, HUCQSIO- ranging from 9.3116" to 13.1/8" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1202020 11�1211 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 ®For direct links to all SST approvals listed below, CLICK HERE For direct links to all SST approvals listed beiav, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. C= For direct links to all SST approvals fisted below, CLICK HERE. 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 Waml-Dade County Notice of Acceptance INCA), CLICK HERE. s 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 Miarr i-Dade County Notice of Acceptance (NOA), CLICK HERE. e 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11469-R5 18 S(LBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, SILBV2.68, S/LBV3.12. Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". S(LBV3.56, S/LBV3.62, S/LBV4.06, S1LBV4.12, S/LSV4.28, S/LBV4.75, S/LBV5.50 6 Strong -Bole 2 (STB2, ST82.4SS, 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 Sep # Product Model. Number or Name Product Description 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 SIMSTSO, SIMST72 Straps 118 mil (I C ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, 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 33-1/7' 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/#'to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 78" and heights ranging from 9" to 32-10. 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4-SOS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen 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, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9.1/4" to 24". THD50234RH, TH010212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-115 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- iSgg Product Model. Number or Name Product Description Seo # Product Model. Number or Name product Description FL#16230-R6 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62-SDSG, CCTQM5.50SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2, H18.2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10660-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-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 KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA80R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3, LGUM264, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 MEI"Al2, META16, META18, ME7A20, MEfA24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.5617.25, MBHA3.56/925, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.58/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56N8, MBHA5.50f7.25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2.2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSMI6, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88. MBHA5.50/14, MBHA5.50/16, 6 CB44, C1346, C848, CB66, CB68 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.58/11-25, MSHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECCECCU Series Bolted column caps with Wt ranging from 3-1/4" to 9-1/2" and FL#11496-RS MSHU3.56/18, MBHU5.50/9.26, MSHU5.50/11.25, MBHU5.50/11.88, MBHU5.50/14, W2 ranging from 3-5/8" to 7-1/2' MBHU5.50/16, MBHU5.50/18 Sea # Product Model. Number or Name Product Description 9 CCQSDS2.5, ECCO-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-lf2" and Sea # Product Model. Number or Name Product Description 1 X3461016-5K XIS1016, X1 B1016AK, XQ1S1016, XQi B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RO 2 XLQ1I 4T1224. XLQ114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTr5, HTT5-3/4 Tension Ties Sea 0 Product Model, Number or Name Product Description 3 XMQ114SI224. XMQ114131224-2K #12-24 Strong -Drive XM Medium -Head Metal Self-Driffing. 13 LCB44, LCB65 Embedded Column Base 5 LTT19, LTT2013, LTTI31 Light Tension Ties 1 SOW22300, SOW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22634 4 XQ114SI224, XQ114131224-2-SK X114SI224, XQ1I2S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDVV015450, SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 P1344, P844R, PB46, PB66, PB66R Embedded Post Base FL#13628-1115 3 SDWH19300DB, SDWH19400DB, SDWH1960ODB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrev 5 XU34S1016, XU34B1O16-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS56 Embedded Post Base 4 SOWH274o0G, SDWH27600G, SDWH27800G, SOWH271000G, SDWH2712OUG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDVVSl6400 Strong -Drive SDWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16, PC64-18, PC66-16, EPC44-16, EPC46-16, EPC48-16, Post Cap 1 SBS/8x24, S87/8)24, SB1x3O SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SDWS TIMBER Screw (Interior Grade) EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SST836, SSTB16L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PCBRZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SOWS223000B, SDWS2240ODB, SDWS2250ODB, SDWS22600DB, SDWS2280ODB, Strong -Drive SDWSTIMBER Screw(F_xterior Grade) EPC8RZ SOWS221000DB Sea # product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13672-R4 9 SDVk62730OSS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDVVS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHS034B1016, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSO Framing•to-CFS Self - Sea # Product Model. Number or Name Product Descrfotion 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#10666-115 1 CMST72, CMST14, CMSTCI6, CS14, CSI6, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSCZ25, MSSC4.25, MSSC6.25, Steel Stud Connectors 3- # Product Model. Number or Name Product Description MSTI48, MST160, MSTI72, 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#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.58 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 3 GH46-6, GH48-8, GH48-6, GH48-8: GH410-6, GH410-8, GH68-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS62.5/118, SCS82.5M18 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS ISS6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head•of-Wall Slide -Clip Connector 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 SJC8.25, SJC10.25, MSJC8.25, MSJCl0.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT52C, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 LightTwist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Gkrlam 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 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws 8 UFP10-SDS3 Universal Foundation Plate I MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1 S1016, XQ1 B10164K, XQI S1214, XQIB1214-3.SK, XQ78S1224, XQ78B1224-3K, #10-16, #12-14, and #12.24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181.56, S/81.81, S(B2.06, S/82.37, S/B2.56, S/B2.68, SI133.12, S/B3.56, S/B3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, X0114B1224-2.5K, XQ112S1224, XQ112B1224-2K, )(34131016-5K, Tapping Screws S/84.12, S/B4.28, SfB4.75, S/95.50 X1S1016.. X1B1016-4K, X1S1214, X1B1214-3.5K 13 S/BA2.12/8, S/BA2.12/10, SBA2.12/12, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers 101 Product Model. Number or Name Product Description S/BA4.18(12, S/BA4.1 all 1 ET -HP Adhesive Anchor for concrete 14 S/H1 A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-101), GTH Gas -actuated fasteners and assemblies 15 S/HD8S, S/HD8B, S1HD10S, S1HD10B, S1HD15S, S/HD158 Hokiowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINV+IP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 &HDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SEr-3G Adhesive Anchor for concrete ^W W Cn FU O (D W fi U 3 L O 0 CU To V .� U U Cn N (� M W O O ca. O O C O it L W L iz LCUO�` -^, 1 .= VJ Q 76S I� II Cn C: CIO CIO _+_J U) O }^'. W U) CO O L Q CIO 0- C/) U O L U� Cl) VJ VCn W Z Z Z Q J 0- SHEET NO. PA 1.2 0 A s