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HomeMy WebLinkAbout39764 Harvest Creek LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA. Retum Air DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius S5 DETAILS ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU orAH.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/ feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf PA1.2 PR DUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 Cor J Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights 0 El a a a CJ orr C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO or SF or S.F. Square Foot (feet) a a COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community KS or K . KlWall Knee Sp SW o S.W. Shear Wall El M 7E] 0 E COMP or Comp. Compressor KS tx K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine LL===i 1771 IF I i U CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered a ❑ ❑ ❑ ❑ CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED 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. Micxolam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubtshower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Plane 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 MIN 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 Pk. 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 lixtirre) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLESTORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 FRAME -WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-27-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO Notice to Builder & All Subcontractors ORIGINAL DESIGN It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-2 7-19 3.2 E N G . REVIEW FOR 150-C MPH Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 09-20-19 3.3 ADD 8'-8" ELEV. FOR T R EV E STA responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST tie in accordance to the information found in these documents. Any questions regarding 05-14-20 3.4 ELEV. B REV. ENTRY PER M . 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 12-19-20 4.0 FBC 2020 CODE UPadvanced notification and approval by the Designer/Engineer. ��utl 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 ALL WORK SHALL R:^`.!oLY nflT W ra^EVAILING control over the construction site and shall not be responsible in CODES FLORiG, i c _ia is ^ :f;yi . any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and AND THE 11' a r ;ILfeS ventilation of the building and thereby shall not be responsible for ORDINANCE* 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, I=` 2 1 expressly including, but not limited to, the period of time before REE°�7._ -` - L 1551 construction, during the construction of the project, or after �` �/ H 1 construction and the Designer/Architect and FOR has no duty to PI -AN EXAMINER :±= take any action or preventive measures to protect such property against any such peril at any time for any reason. �`, <!llEtilWllfll lJ/f/// ••� .Z.. • "-�✓ • V E 0 i l !O \`\` To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within #we drawings comply with the 2020 Florida BuUding 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 # v Grp do rA # LL W CQ LL W a W S 0 I M r 0 o 1 M 22 W��O'O' tO o a ? a 'f• LL a N �.Nj Z ¢Mq rn O U� ZOU W rvn ❑�❑ V z z � z J d � U) - N z c- 4 ft3 �U w — � 0 W 8 w r U c • s fl- N ZZ M � o � o�z® Q a E8 N V f— ti 2. R0 W o §v Z � E N i a. ao ao ado WZ az WZ ,d coco c - �f gLL Z Q) J �W Zz g z sS U � �o � _N �— 0�,q 5 z'a u 3 �0 J B W m C9 00 J J M I.L CN C) v r cca p T i 00 M N T T E C Z Z ECV Q E0 d a U cc Q p JOB NO : 20-8089 SCALE : AS NOTED SHEET NO. C S �. _ I „L .1 ,aa.fr"r TYP @ 1 STORY .J 0 a 0. tz 0 04 0 VE$Q O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 314" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/7 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 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 1 18 } X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20X72 18JX71} S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X381 26x371 S.H. 1H4 271X501 26x50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 IJ 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-Bl SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" \Z +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) SRO �v N \ INN • ••� 5 i F L• O S 0 �h? E f il11114 l �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i4 0 �8 0 CD 04 �N 4tLL W d) 05 C0 LL w a cNi v LL J a be a 0 Z 0 O t� 0° O O: �r,N( zoJ Z a Go ZNMXNO N W pUq�z ❑ ❑ ❑ z z z J a. ;n V) (1) �4-1 z U L LU OLLr s to C cm Oil> U c a C • � o W M o, LL EE o wLL z® Q F@ Q R <Q.o �g oU zo D E &o <z e W= (j C - � �8 F gZ z � J �� iZ W U �WI4 IJg CO % O r d0 J 0, 2 .> c 00 �Y `° J M LL .-. Q Y C M ) O CO fn = N T Lo = 00 (D N r T E a� E N "�' Z E O a v _J a o 3 JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 1 w, w z NkN i JI i1�. I!1 i j-iJ 1 i _ _. i. i. ._ I.. j_'j_j- _— ,4L _ I1-!1- _ _I,L KITCHEN ISLAND s I 0 Ll 0 fV O C'J OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW T T =J HOODLJ 0 tD 0 I CV O M 0 0 0 RANGE KITCHEN C 1 n BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a / ON BATHROOM WALL F' MEDICINE -1 _ SHWR. o w CABINET 00VALVESVALVES = c PAPER Co - SOAP Co J 00 o DISH U �i HOLDER 1 02 02 ICE - Zo U_ U_ O 1 1 M O 04 p (h 1 - 1 - 1 MM chM N TUB FIN. FLR. J1 BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY MIRROR 4 O 1 n i i Q M L-:j rLn e he 00 Ix 130 CL Mid a — E �8 �z Mz ff nj CN 0120 00 ca Ca OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS —­,, 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE Cf) FIN. FLR. T SHELVING OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS —­,, 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE Cf) FIN. FLR. T SHELVING 0 1 00 LL 1 L a 0 2x 00 1 FRAMING CO 1 /2" GYP BOARD — V-211 CABINETS - 0 CV co N CV ISLAND COUNTER FIN. FLR. SCALE: 1 /2"= V-0" Ill CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" 'i ��i1.�;�iltolit O N °��SR •• 6 r� ••� •• "Mall 11111ti 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 - Residerldal 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatu �:eW Y:41•.h,G__ ... .0 d .. �_ �.. _ .. 1� _ �..W:L.,i.l.. .. L L. i .: a .I - - - - - _ —_ - - 12 5[,<2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTUR ED 12 5L,,--' 1'-0" 4' RIDGE VENT �12 12 — —— — — — — — — — — — — — — HEEL -------- — — — — — — — — — T.O.M. ---------------F4------- - - ------ HDR HGT — — — — — — — — — — — — — — — — I 5 I i TEXTURED CEMENTITIOUS FINISH a a ON C.M.U. (TYP.) I 2" x 4" SMOOTH TEXTURED SILL / BAND I I ------------------------------ F.FL. FRONT ELEVATION - B1. 18' RIDGE VENT BD 1'-0" CO PRE -ENGINEER TRUSS 12 a 5 co rn w FI . FLR. `''�" `' —REFER TO FRAMING PLAN FOR BEAM SIZE 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR 1 PLAN FOR POST SIZE 12 —2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE (j) C,-/ OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M T-0" TEXTURED TEXTURED CEMENTITIOUS q & CEMENTITIOUS FIN. ON C.M.U. 00 FINISH ON C.M.U. to (TYP,) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND ---------------------------------------------------------------------------------------------- — LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-12" 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 fell 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, fell 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. ,• (0 •. •. O F E S $�0�� \\ ""Hill I I 1110"\\ To the best of the Engineer's knowledge, information and belief, the structural plans and spedifccaations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Co N N LL C J 0 cc 7�� #"W 'IN U. d a O a y M a : Y �LLrL a Z 0 tM 0° e N 0 J � ¢ Z ILa MI:i � MZ Lo 0 o�no U •' z z � ty Z M V' is C1 /4--J •U u- W O in W g ! CM UO M 0 w 1, E zo w�I$ s0 Z® Q E ° % w RU U a U Z O O N 4i O oI Wz ro C (�oLL WX 0 }� Z Zo Z W U $LL Za r3 JC o �� w� �_ id o3 dC:) J ui T ^L W m 0 00 M CN ao Y W O 00 U CO I� to ) T o O 00 co N r r i M T N `') y z° Z E CDm E a. U Q OO JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 3.1 I , iI„ ... I,W :1_ 1, - — - �y .-L.. ' .ALI. _si— s, -,f. Ill_. i _. ..: .,..� .� .-`._.. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —,_ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 18' RIDGE VENT 4' OFFRIDGE VENTZ4' OFFRIDGE VEN 12 12 5� �5 16'-7" -------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5� T.O.M. HDR HGT. ---------- --------------------------------------------- TEXTURED c CEMENTITIOUS FINISH ON C.M.U. 60 (TYP.) F. FL. 6'-0" --------- T.O.M. --------_ HDR -----------------------------------I-- F.FL. REAR ELEVATION - B1. 4' RIDGE VENT ------------------------------------------------------- 1'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - B1 T-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 manufacturers recommendations. "fill SOW L�\ r0' . _J'� •'' s 2 `C • 77 0FESS\O` f1�111 t 111111\ �\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drewings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g Q E n o 8� Lo _JN d m J LL 4) L, C di 7co �T a ik W y�n� w a N v u. a �[ in LL u- f. o 0_ 0 o fY '�- N t0 m O _J Z L tn a N MZ �rn0 U�vvi = W OU ❑�❑ 0 z_ z � z o v J — �- N N N th z 9 LL f'C3 N w WD 0 W 8 lJ1 c_ w w U c s • o W Z M E ZO� o a(z K0 Q Co (J Co t� w a� ROU oa w¢ 700 ZO M N 1~O a¢0 �Z tt� L l � C ¢0 Y U �0 0 LL Z Z J cp g0 p S z2 Z dZ nw W U .0 mk o CD'� < wE to 0 �O J L c cm W � c� .> c 00 N �d J M ^ Q LL = Y O a m U (0 O LO 00 rn rLO r S O M N o Z Z c � �N y m c a U JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1 CAP CAP r 2" 2" "NOTE: iv 1" 1" RADIUS FOAM TO BE USED N ONLY WHEN ^ 31/2" RADIUS 1/2" RADIUS �D REQUIRED BY °N _ COMMUNITY 0o SPECS. IF NOT, iv 3/4" RADIUS N to DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF ill-4" VARIES�� �. 'd OPENING VARIES 4 22" VARIES VARIES iv rIN r 1 1/2" RADIUS 41„ 2" 4„ � � r � 2 1/2" RADIUS )34. "" 4 �' r =A� o" Cp j 31- rya VARIES 1„ 12 11 1„ 14 BASE BASE r 3" -T z • tii� Q HIV N �4 a a 7, • 1'-0" 4-1 Cr i O� CO "NOTE: VARIES 8" 2" ,�/,�iio� �R O F E S O `O ��J�!`f!!IIlIi111111��\\ FOAM TO BE USED - , 3" ONLY WHEN _ REQUIRED BY �* 1-0" COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2L' v` DETAIL TO BE 2° 2" 0 BUILT W/ STUCCO. I2"I • ' EDGE OF OPENING 6" r • , 6 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, Information and belief, Q the structural plans and specifications contained within these iV c drawings comply with the 2020 Florida Building Code - rn 4" 10.1 Residential 7th Edition. Engineef s signature and seal Is only for the structural engineering portions of the drawing pages bearing 10" f)" Engineer's signature and seal. m 21„ _ N W r` ` a v g p s O N N J A. r LL FA aci N d Q "' ' to # LL W c r iT r �� Q yMa LL Q' Y qU- LL a `� M 4 6" W t2� .0 Or CIA, .�" c (n LU m m n ip on W rn 2" N 2„ 4" 3" 2„ 2„ iv Q Q `^%S' Z N Z �d = 0 > > L �Q o a 00 _j W / W ❑❑❑ N 1-1/2" THICK 3' z cq 21' z z o 2, A" C Q -Y- 5 " 1'-5" 52" � a N 51„ 1'-4" 3" N zC1 4 ti�l N ep z pPj DD N O lr7 c � a p U � J 12" VARIES VARIES 41�CA c N N Al LU VARIES VARIES c Q I c c rcQ`� .0 4„ 8„ �V:7 . � M o � Z ` 6" 4" KEYSTONE F11 0 KEYSTONE F11 °p E _rl I 1 0) . �£ Q •--------- _ +� r OPTIONAL OPTIONAL i o N I N Ou �� w¢ e N o O N I Q' +• N F— � � � 0 0 oo CO i Rsh co Q 2 4a„ co `v [ZN4]�e�r LT' o o ' l T GARAGE DR. OPENING 4" 3� a 4" WINDOW OPENING 4" 3 o T • INSTALL OVER STONE, TYP. z W Z a E W 0) a w NOTE: c > _ • FIN. TO HAVE TRADITIONAL �Z VARIES LOOK & SMOOTH FINISH W 3 o k a�� , • • FOAM/ EPS MATERIAL IS Z ACCEPTED c3i o � EEow o NFFITE: zi IN. TO HAVE TRADITIONAL LOOK & 2'_1„ ° 3 v SMOOTH FINISH 14 1'-6 " 14 12 5j" 1-1 5 t' Le 2„ • FOAM/ EPS MATERIAL IS ACCEPTED > c 3,_8„ 1" Of 10" 1'-4" 10" r o N 00 aco c CO � LL J oD1 ♦ V v - O U U (� N (D p N Q) 00 N j N V o R d T C(0- p CV E .1 co o a ih ih r Z E � m N fr'a a. U J Q Q J 1" R70. 12" ]OB NO : 20-8089 SCALE : AS NOTED r 1" GENERAL NOTES: SHEET NO. o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 r Y c 0 ACRYLIC SAND FINISH I.L.L. 11 L, I I .,,1 it . ► ,11 LL ilk ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centeriine 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 (Are -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 fLPh � SPECIAL PURPOSE OUTLET e DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �9 PUSH BUTTON SWITCH (OPTIONAL) HO PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ML__j DISCONNECT SWITCH G 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 150Af200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP n 200 amp 150 amp copper to ligms & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER � WITH CODE APPROVI NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 2" R,,t NIL I I I \\ I \\ ENT i 2^ I I 13^ I I vV 3" 2rr vfR I 3^ 3" S��I►R R lq� I RANsp W� i 2 n 3" 3" 3" 4^ 4^ PLUMBING RISER- To NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS MgiN BE VERIFIED WITH PLUMBER H.B. AC PAD O _ LCjVF a� loll WIP ' /ROUGH -IN FOIE / ROUGH -IN FOR GFI I OWNER'S / LPRE-WIRE LI/\ / LI LIGHT LIGHT PRE -WIRE DISC. I SUITE �/ \\ -2 1�1 `9 el :� G I BEDROOM 2 I \ ROUGH -IN FOR \ \ RECEPT j BEDROOM 3 OPT. CLG. FAN/ \ FOR I \ LIGHT PRE -WIRE ` \ ALARM I \ 1 SYSTEM,' S,D S.D. IS.D.AH C . I .M � —i I O — — — — — — — — — — — — — — — — — — — — — — — — — — — ` — — — — — — — — — — — — — — — — — — — qp 7 qp qP WP GFI WP I I 00 I — FOYEE I GFI _ I I I / DEDICATED RECEPTACLE / FOR MICROWAVE RANGE CAFE HOOD PER SGFCS /— 3 3 3 I I 1 C= �r- -- —I ------- PATIO al.w._______ I III _� GFI@44" I W.H. A.F.F. i------------ I I Fillo __ o i ENTRY U.C. SWITCH I .` I FOR DISPOSAL L _�J I `-4 FI _� Gr) I I GFI @ 1 44" GARAGE I I _ A.F.F. / w w IDOOR I I —OPT— 0 a IGFI 1 1 ROUGH -IN FOR -- REF. a I I I OPT. CLG. FAN/ / / LIGHT PRE -WI RE��G �/ / --2 CAR GARAGE FAMILY RM/ GFI - --- - / /, GF QPT OPT. I I I LA N. VERIFY LOCATION I I I i� Pd ELECTRICAL PANEL LIRGAMT4 - - - `'''-UH U - �_ ARGFI 0 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER ELECTRICAL PLAN — ELEV—B1 SCALE: Y4'=1'-0" N 0 N 1 N N O 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 a Q o g� FA N C LL r» rAr,rZI? -w _ d Q ��cj'! LLLL X a. L o Z rM fo O: Wco '�Nt0 ciN 0 J J IL M ZX VrA N O z C-4 C0 J d. N V) Z t1 • G4_j A 0 w I or � a U OLus w V U Y �Qc Q c �w M zo LL E z. 3. )Z�) Q IZ zQ Z I@� O E wo ¢� z oa �° O� d N , w a �o ttU2 mO Z N C - C � ZZ Y ��' z ri 2 N [ ab o zz Z ao W a 53 N_� �� 0 c O a� ¢O a v zzlc22$ 3 O N _I L � m ^' W � �> ccM I o A 1 m rJ Cfl 1V Cn � T co 0 LO .T� = 04 Lo OO n N T T i M m M N M H o Z E Q E d ai M a U _j Q p JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 4 IF 19 ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ATTIC 1/150 Rule 1/300 Rule SPACE (No Upper (Must Provide Upper Ridge Vent Amt Off -Ridge Ventilators Req.) Ventilators) (Ft.) Amt. SQ. IN. SQ. FT. Total Ventilation Total SO. SQ. SQ. IN. of SQ. IN. SQ. IN. of Of of IN. of FT. of ventilation of Ventilation Provided ventilatio vented ventilatio vented to be Ventilatio by upper n soffit n required soffit provided by n Ventilators required needed neede upper (see Elev) d ventilators Main Floor 1999 1919 274 960 69 480 22 2 606.0 330.0 276.0 (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-B1 SCALE: %4'=1'-0" I Attic Ventilation I 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 c the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use th following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) WN ' Ns t • •. '.: 6 •,�• ••4 %, ••,, FLO F E S 51 W` �ttlli4l! To the best of the Engineer's knowledge, InWmatlon and beNef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q oo E N 6 C) J i1 Loa 0 at u W , t,- d) 0rN•u0� LL °' he LLJ y coLL W 1 v S Z L Xs0, A 0~ W O: 4 c.4 W O a 7• L CLa N MZ ENO V U_j 0 Zp W ❑�❑ 2 Z N �n � h tv Co u. cn (� ua •O � g w $ N C N t� I- u) U � $ _ c Q a — • M w = M � E 0 Za 22 zo wo � z a o f0 9 u WLLzQ z z= oa so zou _ N �� p oz Z ro c - H� o gLL Z <w U �o W Mill!O �,u.,� i1a x o 3 m� J L W W 0 .> c 00 r1/ f J M LL i� T o 0) V) .T� = N r r i 00 n N T CO r E M N y z Z E CD E a U 0 ¢ p JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 5 im !•lWil{lW� _.L... , ua..u.•uu..-a,L}>.. ,�.. L".}fe a1. _ 11 , S. .. .l 1 ..LLL �u • .�:la�Yl���� JJJ"'LNNE&• JNIML•_ W •.uN�Y. _ - — - . - I I 1, _ S c H.B.' I TYP @ 1 STORY U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ .... ... .... .. ILL" N not �z ' to 11 17 -26 � 5"II it _ -11 —�-----��tII iv ; I in 2'-9" 2'-8" g r II I I jI I B pl_pll ■' I � , ` ' � c T II tl. II II. II I I; I L_jI I t1+ I I N � I '■ I HVAC CHASE it f Il �, BASED ON ,, ,. t + III 10'-10$" co LOCATION I a I Ci ......... :. Lo — CJ NCi I ■ 2'-6"x2-6"x1'-O" Cl) W/ (3) #5'S E.W. 17--5j" I 36'-q' I TYP @ 1 :) :. STORY U.N.O. 60 CP Cl)I . . .. .. G......... . :..; , ■ I .. .... .. ..... ■.. ■ S3 I : ■ 3-1/2" MIN 30M PSI CONC. SLAB FO ■ ; I HERNANDO COUNTY ONLY TOP OFCONCJPAVER TOBE4" BELOW FIN. FLR. T-8" 4'-'4" I d. t— — — „ ,_ " 1 3-1/2" MIN 2500 PSI CONC SLAB OVER6 7-1 4 8 „ i PROVIDE Y2" x 9" 2-6 x2-6 x1-0 L iV 1/2 „ MIL VISQUEEN VAPOR BARRIER I W/ (3) #5'S E.W. RECESS FOR FRT. DOOR I 1/2" SLOPE S3 _ I 16'-118 -3 —� 4 ' I ---- _j ■ 4 in L I ��--�- ___— — •.••.• — — — — —CJ ■ _ S3 I III III / \ i D.w. iii I' ■ CV ■ I K CC CC I STEPS AS REQUIRED 1 I I I � I PROVIDE 1 y2' RECESS MI'f►o I J1I S3 S3 I S3 o r ifl �? PER FIELD FOR SGD. REFER TO N'L 3 I MASON S SLOPE FOR I 1 r ,�flZ 7'4� x w Cl) CONDITIONS WIDTH I 1 f I�� J�Ic" N 4'-0" 25.-01. I 20'-6' I I k1_ OF SLAB 2" (2) #5EDGE VERTBARSICALBEYOND WALLKITCHEN io I ISLAND I LOW WALLS K S3 BUILDER TO PROVIDE I J I I CHASE TO ISLAND I : APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC ■. INDICATES FILLED CELL 3000 PSI`r° — — —}_. o ` — w/ - r CJ ^ t CJ (coo = In A CONC. GROUT FROM FT. TO BEAM ; : I I a, r S3 W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN I ; in TYP @ 1 STORY U.N.O. HOOKED FTG. DOWELS 5" EMBED W/ 25 EXT. ABOVE SLAB GRADE 40 M �------.-.� : -3 1/2" SLOPE, 1 I _ ==__I STEEL" 1 6P7T. W I OPT. D I (. #5 4,-7 6„ ' 1 I (2) VERTICAL I BARS _ I N LO I ^ f L---------- — — -------� --- ------I— ----J = o __ ■, ..�. .. ..�.. .■ ■ ■ ■ A TYP @ 1 STORY S3 U.N.O. H.B.+ 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 6'-0" 6'-0" 5'-2t 1 FOUNDATION PLAN MONO - ELEV-131 SCALE: %4 "= 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 WVVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. —1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. iRIZ. REBAR, TYP. J.O. ternate: I reinf. bars shall be t. around comer by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ��,E\111ltlitRr���� ' N► h,> c� `. 40 Q' P A 40 O F ; Oar S ��` ���o". To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. m E n 8 Lo 0 O (V J �I �"w 40 W �Mv4. � LLahe a �tJiLL Wa W = 13 R0 rm4 0 0 � a a m W N rp J ��rn a IL f" ILW a ~ W) %Z ' y ~ w 9 Z O U y ��� 0 "' Z N Z � z O J Y a W) 13 V) a) Z M (D € 0 07 1 l TU �U N LL w i o _ Wp O W S U') tJ'1 Iz � •s w C11 W z M i Ec : � z 0 o =2• 14O Iz R =p ou Wx Urd z o N io I �e z Mz Lqw 03 to m> z ZO Z WItwLL U 3i o w ozl�d U 3 O L °' m Al W � 00 rY 10 JCN M 11 < C04 O T •� t0 C5 O) LO Lo . = 2 N N r Lo M o) r r iri is E O M N a Z Z c E E d uj cv c FL U _j Q p JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 �\ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): O ZONE 1: ASTM F1667 RSRS-01 (Sd) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \l ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I r� ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D 10 SHINGLE: Y16" EXP. 1 CY16) or 1732" EXP. 1 (32/16) ; TILE: 1V32" EXP. 1 ('2116) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%j", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x NAILS .120") 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A r M In Ci a O a t ! ; 1 1 cv7 M W W m m m m in IY r I " SIM E1 _ FG1 18 D1 EJ7 I �2) 2x12 #2 SYP WD. BM. w/ LITCH PLATE. BOTT. OF BI SIMPSON HU410 w/ (18) TITEN EJ7 1/4" x 2 3/4" & (10) 1Od NAILS EJ7 EJ7 EJ7' EJ7 I CJ5 CJ3 ti CJ3 Y CJ5 I I a a x a a a I a a a a a a a a I I EJ7 EJ7 EJ7 EJ7 O (2 X EJ7V it I I EJ7VA II I b EJ7VA o a 2 X () EJ7VA 0 CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V EJ7V YI I III I EJ7V I I I�I "I I EJ7V UCn U (2) A 0A TYP U U U (2) A TYP. BM TO CO. CORNER r/16" OSB A. @ 6'-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18)1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS_ 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "* 1005/915 ** 8 -10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 "" 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/( ) 16D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d 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 12-1Od x 1 1/2" HHCP2 680 1 570 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 1360 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 (+/- 61 `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 9-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: Y4"=1'-0" �¢0 Wty 0 *: _ '•� % LO ems/° '90FESS101' 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. in n N C N = Lo c0 # lJi N °' 0 40 j �; aQ Y) 3i LL W rnNo LL Wa a J LL W d W S 0 Z 0 11 L °; R 9 C4 W o W CL ���rn a Q a O V v_5 y Z W QD J d n N "V ,,. W � 0 w $ IN c '® LU., J t 8 8 .. Q (14 cm M w M 0 E E E wLL ?O Q E @ 2U0U 06 U� �U 0z Z N i ¢g�z mod$ w .�.. - r0 N c - f_ y0 M0 0 Z' T2 z U5 J c� b s m �w UO U o W a L)Wo LL� �W o LI_ Iw t0i 3 I* J m Al W m .> C 00 N `° J M LL s t) CL ij N c0 r— p t vi LO = N r T 2 00 00M r ,— E c o z Z c E C) E 42 :3 c a U � Q p JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� • O vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 4.1 It O '♦•O O •O O O 8F8-16/1T 8F8-0B/1T 8RF6 OB/1T ,• o o O o 8RF14-1B/1T0F14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/lT FORM & GROUr SOLID •:r. _ tY Q N Q r- J O #5 BAR CONT. 8F12-1 B/1 T 0 "V" LINTEL DETAIL SCALE = N.T.S. INUA Kamm F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16- B/ 1 T Q �tQUANTITY Z tNOMINAI OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c�preca rintels = 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. #SREBARATTOP ALTERNATE POWERS MIN. (1) REQ'D ° STEEL LINTEL e • • ° ,pf.U, #5 REBAR AT TOP e < MIN. (1) REQ'D ° Q 1-1/2"CLEAR a a _ e° GROUT A 5 REBAR AT • BOTTOM OF 11 JD � ir = - y , j > ° d C.M.U. - d LINTEL CAVITY o V O riu n -BOTTOM �UJ UUXW U REINFORCING Q < k7 (r_J 1 _ 7-5/8"ACTUAL PROVIDED IN " NOMINAL WIDTH t] Lu N O 3 > /� D 1 5 REBAR AT B( LINTEL m ¢ �° �, �° INDICATED (VARIES) r~iu 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalls 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: V=1'4' Ill/ 0W � L •'N ti J \ v •; G U� 0` LU de N _P To the best of the Engineers knowledge, information and belief, the swctural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the stnudural engineering potions of the drawing pages bearing Engineers signature and seal. E tp m 8 N O J Q gGOo*ku Lu torNi 0 u Lu o a SX� 14 C _j 2 W S U. 0 Z L M gOg O co O 6NLu m a ?" N MZ tr00 ILODU_jU) W ❑❑❑ 0 v '- z � Z J - N in Z 4(a cn LLJ •u OLL, N F- i = U c • o chi M z � � LJL 55 >� w0 Zp U $ oa oa w¢ Z O N L ¢o < Ww m r0 Cl) - (JQZ h0 O Z j �w QW O W w0W 02 U M 1 �a u 3 .0O � L c� .> 00 co J M C $ O ^ CD U CD F_ N a� .T� = N r T i 00 T E M N `'' Z Z a E O m ci JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. 8 Z W 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 I AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL 0R GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2X6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENT D LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION THE RAILING. 2.3.2. ALL RAIIJN AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONT OAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF PLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAI STEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY: y4" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boreoore 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 sic which identifies the termite treatment provider and need for re -inspection and trtment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. IrrigatioNsprinkler systems including all risers and spray heads shall nOt be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Sal disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - crete oKe�pr ou� and morl{ar along the foundation perimeter must be removed before exten sa treatmen . 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier. must be install• after construction is complete, including laandscaping and imgation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 MICR LAM AS INDICATED ON THE MICRO LAM DRAWINGS AND CAN NOT BE REVISED. �f r w'v " r .• CO r 10 �¢ F LOB.•'• Oaom, "'Irafi]i1111` o To the best of the Engineers knowledge, information and belief, the structural plans and speaficatlons contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IA N oEE W) Q O N 8 NC N '� J LL 0 20S di Cntir32 * LL B LL lu a eiM v �LLLL - - Y LL a�8 W n, E24,p W82--M m O J '- 9 = co d MZ CL IL Q a N O U ¢�Qrn0 U y Z W ❑❑❑ Z QN Z Z n N _0 W C �0o 8 O W 8 N Ln in U_ g U Q Qc N W o M W Z LL E 2. p� wo � � a� >o ?® O r- k.i O U U U ��z Z o E Nf0 � o< ao a wg ° a W Z �� a? L ns o C o m0 o O OLL z Ca J t� y 0 cab } 1 m ,3`i,T{ o w z o Lnw W a w LL a� il< 3 c C)0 L t rn cc .= C 00 N J M 0 O U CO N O N LO_ .TLO r T i M � � T 6 L M j o Z e3 O in 0 •• v c a v � ¢ o JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. S N fluIIWAA Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 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 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 00 5'-0" o STUB -OUT FOR 0 1'-0" o 01 o -, GAS METER 0 0 • 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-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). " SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Hsa 3" /10dl nails at 6" o.c- Provide adequate bearing for each lapped joist. od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD, 900 HOOK BOND BEAM 11 cc ¢ STD. 90° CONT. #5 ' I HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap ma. � 4 rn ax. 71 4 Clinch nails when possible Tight fit L: 1 4 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist B ring Location Series I Depth I End I Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 1 14" 2-8d - d BCI 6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90S 1-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.' Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — 6„ A 1" ROUND HOLE MAY A 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22)' NAILS 1 5/8"11 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 2 Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. _Install tight to top flange. Joist hanger \ 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 71 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height — - requirements 0.6 X Joist o depth O I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM----' • SEE PLAN FOR •• • . • , . • FOUNDATION INFO ' a STEM FOUNDATION r—GRADE ,—REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A • • •• (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE /F PLUMBING LINE PENETRATION V d d a d Z \ ' • O • � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE dO' d • , to '•. , pF NN U .�� 6, O Z F L f�y/s/��ROfiESSION`� �, 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. Lo E �8 o V 0 L4a « coot JLL .5 'n °Q u U. a 0 U) CN C) u_ 0. x y MLLii a S (D zZZS 00 Z L O, O O W WOi t0 ti O ��pjO' a Z co,N Ci d a N M Z 2 fn 0 = W OUa�ai ❑�❑ 0 V z J N N cq Z .8 v o u- ro N ,,. 0 W �0 W S N �� c n � ru ofU co � L z U c ¢ iR owl a o w Z 5. �o 0o Zo 0 fC wi RvOU ° oa 0g0 0 o. id o -2zZ9 m0 &W gQz 3:W gozZN a Jil 81� � In >� J L � m ^' W � ■> C W CN Q C W 0 a to U CEO -0 Z N T � kD C)' .0 = N r = N r 00 M � N M o Z M Z E O :n B v i c a U � Q p � JOB NO : 20-8089 SCALE : AS NOTED SHEET NO. SN 1 -IL �1 I .11i L1. 1 L_k .'L �._ L �.,1 �1 , t_ _ l 11U !ll!<r ,li b-111 - 12 (TYP') VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ,v1r ,/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR $" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GA GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) A.) (OR /" GYP. TYPE„ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS 1/2" U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" 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"xl 2" TITEN HD @ 24" z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" Q.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY"SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E = 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 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"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° ° ° ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24 O.C.) 2 ATTACHMENTS 2" TRUSS @ 24" O.C. U.N.O. to ° 6 ° 4 ° ° , ° a ° z 31/2" MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH HURRICANE ANCHOR @ EACH D ' a ° ° ° a ELEV. -0-31/2 °° TRUSS (SEE UPLIFT SCHED.) W/ i ° e 1 ° ° ° ° ° °° 11 2x4 CONT. ° ° ° ° ° ° A.F.F. O e ° METAL PL. UNDER EA. TRUSS I — — . °° ° ° ° e ° ° a ° a ° ° o > ° e 1/2"(mina 4" ° e 9' 1/2"(min,)- 4" ° C14 MOISTURE BARRIER _ _ ° 4 I I° ° ° a ° T* ° •' �^ y SHINGLE ROOF 8" GARAGE DEPTH VARIES ° ° 31/2"(min. - 4"- ° ROOF SHEATHING - SEE — — SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. FRAMING SHEET FOR U.N.O. MIN. U.N.O. ,�, 8" • SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE:3/4"=1'-0" S3 ALUMINUM DRIP Wr'�NJcos� EDGE E� ALUMINUM FASCIA �EaJa ' N.O. 2x SUB FASCIA 1l2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 9cs'1 EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" 0/C SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUDS 16" O/C �M��s Zx STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ M� N�o7 8"x8"X16" KNOCK -OUT LOAD BEARING OR loo INSULATION PER FBC AND ENERGY �/ cod BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / FILLED SOLID W/GROUT 1"x P.T. STUD 2xBLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 1V-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER �8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8 x 10 J BOLT 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT "' @ "O 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL /— 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 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING J " FIBERMESH a BOLTS 6 MAX FROM ARCHITECTURAL w/ (10)1od NAILS WEEP SCREED INSTALLED BAR o END OF 2" x PLATE r 2x P.T. PLATE ,; FINISH TYP. c PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR AREINFORCING BAR w ° GRADE i" _ �— ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a . 1/2" GYPSUM WALLBOARDML T FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] '° m 1 #5 VERT. IN FILL ? M > °' 25" MIN. LAP [30"MIN. LAP] U.N.O. () MONO OR STEMWALL ° g CELLS (SEE FOOTING MONO SHOWN ° P = p ° ° LU ° e 0 PLAN D `� °O 6 MIL VAPOR BARRIER 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 1/2" GYP. WB (MIN,) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N d WWF OR FIBERMESH r, € •a' -i". a—""� -■ FOUNDATI N FOR CLARITY ° _ A.. ' #5 REINFORCING BAR R 17/8" 1T FOR LOCATIONS) p o =1 I =1 I=III=III=I 11E N z 1x4 P.T. BASE NAILER III=III—III—III—)=1 I I= ? • ' 2 #5 LAP SPLICE 4"x4" INSPECTION o° I—III=1 I I=I 1=III=1 11=1 NOTE: a III—III—III—III=1 I I=1 11= N � ° ° ' 9 — — 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO P4' I=1 11=1 I I-1 11=1 11=1 11=' 'FILLED CELL TYPICAL _____——i95% MODIFIED PROCTOR ASTM W/UPLIFT ONLY MIN. 250o PSI coNc. sLAB II=1 11=1 1=D1557) M AT GARAGE CONTRACTOR11III—III=III—III—III—III=III—III=III=III=III=1 I 1=11 I—�1'-4" MIN PSI MAY VARY PER TO CUT BLOCK OR POUR ' i=1 I-1 I_ III —III —III= I l=III=1 I 1-III 111= MUNICIPALITY. CURB DUE TO SLOPE — CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 BELOW GRADE SLAB INFORMATION. s ° ° 1� ;0r 1 III 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► I i *' min. 4" BARRIER D : p • 1 iv ° a v !6 GRADE COMP. SOIL. • T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS I DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS q. z 0? •:. T SEE A/S3 OR J/S6 — T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. Calm �n—Ir—lT—lr—�r�m_ • MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N' C") M ' y .:• II 4'. °Q SEE A/S3 OR J/S6 FOR REINF. INFO. I t 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN — a INTERIOR A. 4. -31 '• .. . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm e 6 MIL VAPOR _ BARRIER (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 78'"- 10" 8„ 1'-4" (TYP') #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 V SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " CONNECTION INFO ° SEE PLAN FOR " & LAYOUT DESIGN 4. TOP OF BEAM SEE ROOF PLAN c • < ' A v . , T ,, (2) HTS20 FOR STRUCTURAL := Cl) ` BEAM SIZE & _ — °r N d CONNECTION I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 Ins" MIN 7/16" O.S.B. SHEATHING 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. Cl) SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1l2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ._ W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS E _ TO FOUNDATION PAD s 6 INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Z' ' " ON FLOOR PLAN SIZE VARIES PER PLAN r, CONT. BEAD SEALANT " w/ MIN. (2) #5 VERTICALS i RA a E -ram, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) c7LU ;III=III ° °• I=1 I 1=III=III=1' WWF OR FIBERMESH ] �, III 11 11111 l III I I 1=III=1 I v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER 0 w w 00 = -III=1 _ I_I 11= • • °• 11- z — z qn. 0'-0" FIN. FLR.� COMMUNITY SPECS co =III= M W I I=_I III III=I1511 I=III I--- III —III —III —III —III III—III=1I1— FOOTING 1I,;,111 dIl dI11 III -III-III—' BEYOND ...• . PAD REINFORCEMENT ,II 3"MIN. CLEARANCE 1.4 ;�.•'� �, :. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • P. ,. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 314• = 1'-0' SCALE: N.T.S. S3 ;,�z;;iil:ItlB iyzli I tO Wlil l ' F. I ••�' 6 "•p4p w —_ <C &N C) C `O Chit W Z l � P.�F, F L rrww •'oN�� DROP To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w W E n $ m� aq N tT # LL NID W �yy�v� "0. iY� a C J U. 1 W S U. O Z O yQ O N Lr.m - __J W d2a OD 0 a "j N cN+7 Z x y O L Z U17 W 0 N Mq z N z � z a 04 z m 4-J W N c JIM w m c Q �ITO N O �■ H w ' M J � zg a za E V �� ZH CDE �z o� 0z z ¢z `S WWm0 Z N c J gE aIn °Z �° W W+z 3 d y p a co zk US O L • c2 00 rY f° LL. M ^ o O U` Al D }• C0 V/ N No T� T � 2LO N � OO r- N T T i T M E N �; 0 Z C E O C a U J Q 0 J JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. S3 (MONO) H!L ___.. _ _ - __ __. . t1 .. ... I JI..7.44W-:i ::11_:54 L<:>!as e. _ _._ .. ___4 JAL A,,.4 _. �_ j!.. ...! :. 1 1 _,.I i E5 m it o� N 3 m x M 0 1101 A i 3 a N N F O E S a`3 EE 19 i i c CL 0 9 g Y (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.) — Zx DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/81, 8" TT SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP LS SPACED STEEL AND GROUT EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE 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 /7— TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CLDOOR OPENING DOOR OPENING 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 B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 '') KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT •• . • ' •- • ' • ..,Ili ���fll III�� IIII IIIII ■�lII lid �.IIII II�II .III �I�■� �!IIII 111�1�'. NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2' PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J " LLI r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �O/'L N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) u' O/C FIELD za2x TOP PLATE v 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 -7 NAILS TOTAL) EA. SIDE OF 48.SPLICE STAGGERED /-10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSON RNTELS SP4 SP4 a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 0 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN. SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE r 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL / STAGGERED 4 A 10d NAILS @ 6" O.C. 4 / d4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 �'00%11111fil// leo - S E U A0 . Qom' •�� F LQ�\ Zell �\\`\\\ EI11 110� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 g8 Z 14 p N �p J a S � C� J LL 0 ;�,� 4t LL W N O u- a d aj M R Y 2 LLLL JW0 IN 0 pNco �O� a d Z N MZ QQrn 0 LL a U U N Z O W ❑00 z � z Z n N (n z � 0. C9 a) co W 0 LU8 N Of flu�_ '3 Cn _v g 8 ¢ 0 C" � ao W zM 21 EO i Z• Q E V 'T nj _ O E U a p U o C z N f� a zp �dp w wmg L N Z oz Z N� °w aw �j0 W 2{3 n T 5 o g� S'k -J5 CD �p �t '� 55 3 p J L °' B Al W � .> c 00 �Y c° M LL Jid O ^ C YU eD a- a) ca U CAD N 4) Cal p _ r r= 00 r r 7- M ii E M o 2 m C 3 O H a •• v U � Q p c JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. S4 LYf_W:■::=�•• L/Lc . ....: :. :/ ,I:: Li - ___ 14 "4 _ _ L I�. .. .. SIMPSON HGAM11 wl (4)1/4"xl 1/2"SDS SCREWS TO BLOCKING & (I 1 /4")(2 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•t 45° t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR x4 CRO BRACE 2x4 RO. 2 SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 8" FROM RIDGE FASTENED AT ' @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d Ir "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALLBOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO 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, �) DETANG 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 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6O.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 " 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 T ON TOP OF PANEL BLOCKING, WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 10dx3" 4" 0/C FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 "T" ON TOP OF PANEL @ @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/(7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP � M SEE STRUCTURAL CHORD BLOCKING N go NOTES AND NAILING INFORMATION " SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 1 1 1/ (2)16d NAILS -WOOD TRUSSES 00 ;o 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2" 1 1 2" ' RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL65) SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL An] GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 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) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /�JACK TRUSS / SEE PLAN FOR OF THE LAST LAMINATION 2x4'T" ON TOP OF PANEL ` n EXT. WALL CONN. NON - LOAD BEARI G LOCATION D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ BLOCKING, FASTEN WITH 2x4 BLOCKING :. 10dx3" @ 4" 0/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-101" ��5� ADDITIONALINFORMATION. SCALE: N.T.S. S5 IINIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL r (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 �a� • • . . •II • �-° �II°. � _• JI- \• � � . II °• �.° • � • • - •� ° �I ° •° 11°•• • • II•• '• .II. °. I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 Z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) K' E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" Y-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/47xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) —�.vi. . ocnnu•u - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�Y B■NI 8: NOTE: LTOP CHORD 2x4 42 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IYV Ne�\�\1110 IV lei 0 �• < 0. O rU I'••. i.o �•• FE 3S10\� �\ l�tttlili{111` \ To fire best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � n o g $ R # 0 RN S � LL Nv :9 Ja NN�-a,LL SO 5 Z —9iia1, 0 t8$' ° 04 on WpjQ' aQ Z 0 N O J a N M Z It 5 0 OV UA y Z Z� z J v �4--J �D U N g W W 0 1 In c �N A— <n '® 8 x `I � C7 N Z WZ$ 6L �o oo 6 g N a N U� ~ ro U w� 8 z o N �� Q. ao Ada �z WZ 2)i � ` mf � z z CA J 31 3 cam 0 �Z 5s W a U LL a r w J C> O �~ ilk U S O � J W � C7 ■� c 00 t° J M Y ^ 0 O U CO N 20. M Np LnLO r ai y M � T E CV M c Z Z C E o E w € a v a o JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOORJAMB REFER TO PRODUCT ( P.T. TO PRODUCT M 8„ DO NOT DO THIS PROPER INSTALLATION ` 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONNIM"\_1 1x4 1 X 4 ` #5 REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" x4 P.T. 3116"� X 3" LONG FURRING LONG X 3l16"0FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS (T REBAR ` (TYP,) AN AND NAILED W/ 8d COMMON @3-1/4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" ` BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH D. 90° HOOK PP.) 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH _ „ MA 1 1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90A @ TOP & BTTM CHORD, AND (8) P.T. &,xs P.T. 1x4STAGGERED @ 12" O.C. BOTHCELLSHOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE NC O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL 7V 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"E ` BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. (2) ROWS 3116" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. +2 TC @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ w/ (4)1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` L INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES ' ` 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 D 4 COURSES �. SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2�_p�� 8"1 PLY PRE-ENGINEERED TRUSS r 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"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 1/2" DRYWALL * 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 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ` INSIDE TO ALLOW FOR INSULATION r BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR 11 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. FURTHER INSTRUCTIONS. .• ,. SCRIBE NOTCH (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 Lf.. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S.INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4' • NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)1Old NAILS @ 8" O.C. X OVERRAN 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD 1- 1 On 5t- On ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. + `�N�'T/N + SCALE: N.T.S. SS 12 _ + PLYWOOD SHEATHING + JACK TRUSS PROVIDED BY SEE i + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO • 2 x 8 BUCK - CONNECT TO BLOCK SECTION (1 1/4" MIN. ROOF SHEATHING ATTACHED + + REQUIRED >, , '•,p ° "� WITH 1/4" x 31/4" TAPCON EMBEDMENT INTO B-B ) PER NAILING SCHEDULE ALL TO SUPPORT ° ° ►.. #5 BAR !4" MAX 2'-0" 8" TRUSS + SOFFIT + ► „' 1.0 P• ° [:::�CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON H2.5A w/ (10) + 2X4 SYP . . p ► ° :.• ► • • ° *► IN TOP 4 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS EACH TRUSS — KNOCKOUT / N • � � — ° • ' ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR �� =_ MONO FOOTING _ , ' •'> ° PROVIDE 2 x 8 DIAG. BRACE B CONT. W/ (3) SIZE AND REINF. PER PLAN E VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. ° LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► °. 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ( ) ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT • � Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL °; " STANDARD C, BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION i 9� HOOK iv #5 BAR IN / TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4YZ' WOOD FOR OVER HANG FILLED CELL • • • • �� • �.� , • • , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4- X 31/2" TAPCONS AT 16" •° sk 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 ARCH DETAIL E( B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS AND METAL ROOF FINISH SCALE: 3l4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. 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 HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO 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 " ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM z E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" XIE EPDXIED w/ SIMPSON "SET' z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0" EPDXY MIN. 6" EMBEDMENT & 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 0 v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° w A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o o a REINFORCING AS FOLLOWS: r. SEALANT : a g * 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/ .e • � .' U Z � � EXISTING FOOTING 2 #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° .: ° N FILLED CELL SMOOTH. DO NO FURROW. ° • DRILL 3/4"4" 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 e : G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ` REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - � r � \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT • o ° �_'0 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° \ SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE CODE RESIDENTIAL SECTION R160 16 COVER EA. WAY "MIN. SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING EXISTING FOOTING A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN j SCALE: N.T.S. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/4" =1'-0" � " SCALE: 3/4"-= 1-0 K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 W N�. ro d •.`1 0� p i ? 0q7 •' �� a¢ •°•. E I. •. '51', a�OFSSSNO� !i14111111111111•00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E P �8 o Lo 0 7Ga WNo1� LL Wa10 W N f» Y JLLLL a Xo Z t N S 2 mod W 00 a "f. W MZ Wy0 a N U_j to zIL OV W ❑00 0 c z z z a z C,N, Al (D 5 LL T o F 0*-U 0 W 5 A 03 uU., L 8 zoo> 04 o W O z LJL Eoo Z a g > Z® E UU �1z <o aU Wa a �V Z c L az w0 oz ¢� yam-. N C - � *' 4 p Uu W m s o Z z J `A o �b �w Q W fz Zo W � U o� gV a Z tK o CD w� A $� et U 3 Q 2 124 ui W .> c 00 N �j M C U m U (00 F_ sv N C;) CV r U— 2 M 0 E Z^ ^' CM d Z Z E O m E n ci JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,+'. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I HT SEE TYP TRUSS BLOCKING DETAILS ... � � vM � v •v• • • . .vvv • � rr TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB DEPTH EXCEEDS STANDARD HEEL HE G PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. n DIRECTION TYP. —� ----LWOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2)12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD SEE PLAN FOR TOP OF WALL MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW .� �—MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFf HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS ;IMPSON HUC41Owl 6d INTO HEADER & ( Od INTO BEAM - SEE IOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION �j PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION Ko22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C. `..�� BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON �. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS d' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING REM ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 'IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4)16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON • LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) BLOCKING FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL—{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—/ L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPECS FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS & SECTIONS o r QU �O � OQ — CO �. P. '• FL0•' 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. E g gs4RL J LL 0LOO 2.. y 3to Cn G N 4tLL W cc, LLLu_ aw� 0a 7• % N 0 � ���co tY O _j T. N c,,�Z WNO ILa Z pV 6 j W W 000 z z � Z n J — 2 � Z M T4—J u- U g — al W 8 Ln c m YZV) U '® w a j_ W M of d �N 1, E�� R zo �o _® V C 'oor U zi o p �aE N o z 2Z_PL N a o z , z C� J Fb o aw f Z� LL O - a= mi o. chi3 L m W M .! c 00 ry j M ly ^ Y � O 0 U co +, (0 y m L.n c0 O 00 r r M o E M � z Z ? w C C d 0 .j Q p JOB NO: 20-8089 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- -2) 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3(4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 f ' 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) la SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHERED FLASHING 1 �© 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4' PER PLAN 1'-0" PER PLAN \I •' � � � wo �00 � � �IIIIIiiiiiiM IM �. .�� Ili M ME I� SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER co m a Z v DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 1� WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The O2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING --,",,,shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW7(SEE DETAIL WP01) /I\ used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ETCH IHERED FLASHING 2 4 5 a a aLu PLASTER STOP I- CD W CONTINUOUS BACKER- U ROD & SEALANT W W o: w �3: ° A Cn 0 d SELF -ADHERED FLASHING INSIDE CORNER Ground (�-- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE SE D SIVE AS SHOWN) ADHESIVE contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH -J^ PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS �\\\\\\Al -____= II II STOP A OUS BACKER ROD dT TIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance With ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. e F a o E Co 8 ?'1 O N V 4 �y�y, � J �" 0 0 ,� t0 rTl �nr� # LL W LL w a a Y a y�v 'mac° U_ LL a LU 5 0 Z mcrn �0 W yg0 LEO_J ¢-J Z Lo Z O U a U N Z W ❑ ❑ ❑ C9 � z N z z J a � z � 9 Q) 4 -J ra •; w � a 1 O w s Ln V N c w 2 s z Q o W oZ 8� Zo ZR Z I� 0 - E N f0 XU U a~_ 0 a op n DOU w d w0 ¢ • co _ N .2oz U 0 Z ZNC CO J is y m �w aw sw o 4) > Q 3 U a ww W 3 5a LL y Z Yk t{ MillCD O co I E_ a= VI$30 v �O >� J a) W � c� •> 0 M ^ x O o m U N r -0 ccCD OO (D N r t i CV)co T E N Z M Z E O E 6 FL U °� Q 0 °i JOB NO: 20-8089 SCALE : AS NOTED SHEET NO. W P I I W"-,as,,W - -. u _ ;_..luu rl�lt Hsu_ !a it Y I I -. _ °- ..._ .. ,. tom, ,a., .lining _. .��,.. u .1► - L. _ 41p>5: - - -� millh Mounting Brackets (10 Gaul +1/2e x 41 /2' x2-12r 1� Back Cross Support (May be taut to Mr, See Anchor Schedule Right Bracket (16 Gauge) Bolts 1 W ft 11325 Daly. (Typ') 0 #14 Self -Drilling Screw$ 1 a}'S/BY NC Unit Bottom Edge Hurricane Strap rrypicaF 31n front) Washers Frolltt Cross Support Self-locking Nuts (Map be cut to W) Left Bra(16 Ga uge) 014 5eMiling Screws Thru Brackets 6 Back Crass Support Into A/C Unit Bottom Side (Typical: 3 each stile for hurricane use) Spnidc moss $$$mica ,d.mtattdaa. arc pawtrl al .idr each HWD ore Ad afar SWt�Dltlda�axdlJtetap"elwnMB Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paso tat 1n42021 IDOL& 21di 21W JalaPandna, 20 Sm! V.-da0 WArggKum Corded IDWDu[ilkaa VdWdW sir Ydmk lubmud PEG9mmlal da®'aY SIMM Retire 2020 Dread Metals, Ina Jason Shumate Zedhery R. Freest Loos Roeder, P.E. 031IYm OLWM20 082arzm 10MY2020 Approved Cgs -ir, Rmp o(5021303-1511 PF 74021 (334) 3MI800 SibCaluesel Metal Regard i hunata®definet.em CaarplaMa Mdfaa Evaluation Report from s Florida Registered Architect sir a Lkwnsed Florida Professional Enginser ELNURhmuudm Appeased fa Use Amrosad ra up krom gaalm Ant Product Model. Mural or Name Product Description Cnrbwm llmlratnon Data In IJVNZ g3isild," K ! Pl- 1 Dre2al Mdal Roofing Source DMC 100NS, DMC 15OSS, DMC 175a, DMC 2008, 12rJ12025 Yes No WA W ao DMC 6V Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pel 1r4ml QMk Fib liar I✓� I= VKSIM lNmikilIn 220a LogigMr iLratm vesdgaar imam AMDM d PEGARROol h!um IN" Alternation 2020 Sm ad Vent Products. Ina Michael Michael Grahama Name, F. Norao P.E. Loofa Suaiden P.E. 12mari m 12116=20 12282020 Appramd Catalepsy; Structural Cenpmenhu (877) 441-8366 PE-13770 (334) 300.1000 1hbCd"ofr. Products Introduced as ■ Rewtl a hn/ossr att-Lcmn New Technology Coplaew MatlpdE ludin Report frame Florida Regimented Archl d or a Uoeeed Florida Professional Engineer gWdkAOMMU Anormmd for Use A--dfer Ur, IM= Jaft JluaY S In WAIZ 9utldOs HYM Emu= EM Mtn 1 9merlVnt Model #1540510 Dal F. dion Flood ad Vanlletlen Vim 12/312020 Yes Yes WA «100/-100 2 BmenVnt Mad.l#1540-611 Owl Function Fl00d end Vemye6on Vent 1.12020 Yes Yes NM 3 attainment Model #15WB20 Inaulded Flood Vent 121312020 Yes Yss WA .100r-100 •1Do/-100 4 SmMVa" Model#1540521 Imrild.tl Flood Vent 120120M Yes Yes N/A NOOA1Do 5 STMVN# Mood ah640524 186qua; Gasper Door Flood Vent 12/312020 Ye Yes WA WA 6 SMMAVM MOMS1540.570 Wood Wit Yau.ted Flood Vent 12/3120" Yes, Yes, NM +100A100 7 SmadVant Mead 41540.574 14.5&qua: Garage Door Flood Vent 12/312020 Yea Yes NM WA Florida Deparbr art of Business & Professional Regulation Building Codes and Standards Product Approval Application Dail P.a l g3 WWI III 92112 , am no Dim pmdm pr! ]Sias Yaulm unwmgQ SsgNgt Validated Be YAM" 6MM F&CA-mil dogsrii vi11M ReAsien 20M Tharml Corporation 61-Jesperean Lyndon F. Schmidt. P.E. Ryn J.IOng. P.E. 0723rn20 07/122020 072920211, 1100`132021) APaowd Caoagory: Exterior Dome (600)843.7628 PE-43409 (813)767-6555 atbcaligarr Swmging Extela Dam Aedamb%. mlaWer MemYW.cO Compltaes Method: Evaluation ROW eon. Flnd. Rsgatemd Architect ON e Lfennd Flood. Profe.elmst Enteser - _ ., Ila Product JIM WarbararialatLao GuthAsarance AponmdfaDee Austrated In HYHZ tbaMI for Use HWHE Imeetd Aggim Rlalm [main 1 e Thalm-Tru Fba-ClassicaMSmoolh-Sla Naming still 8Wat;apedlaquM Opaque 12/312(121 No Yes Yes WA Composite Edge Fiberglass Single Data (Insnne0ul.'wthg; X con8ain8on) 2 b. Th-Tru Fiber-Clnsle and S c.MStsr Na ing Saul &Qjctlmpact&quot Opaque 12/312021 No Yes Yes WA Composite Edge Flbagiass Single Door with SWO Ws) PnsrNelOutsving: XO. OX a OXO 3 c Theme-Tru Fiber-dexac end St-M-Slam Nominal S&MA &W.O."dia.m; Opaque 1213/2021 No Yes Yes WA Campacte Edge Fiba48es Drub. Data "h a wihqut adgltes (InsnnpKxAturing; xX a OxxO caiegumtlon.) 4 din Th's"i Flierdlaule and Smooth -Slat Nominal 88.aotil aqud;lmpsct8qua; Opaque 12/312021 No Yes Yes WA Composite Egg• Fibergis.s ShO. Dom (Infmnsowmlog: X camgum#on) 5 e. Thenm-Tru FbehCasslc and Smooth -Stu Nominal B8#3008qud;lnpad8qual Opaque 12/312021 No Yes Ye NM CcWaa to Edge Fiberglass Single Dom yeah Wages) (ImnnplOutal XO. OX a OXO cnaemetlme) 6 / Theme-Tru FberClatalc end Smodh-Stsr Nominal 8da390 8quatinpedBquaL Opaque 12/312021 No Yes Yea WA Corpole ECpe Fit".. Do1W Ooa Men or without spaniel (tnsisingiOu.wtha XX a OXXO 7 g TAemm-iru Fbm-Classic gird Sahoah-Ss, omspralom) Nominal S&M;88pua;ImgaBquoL Glued 12/312021 No Yes Yes WA Canposite Edge Fioayan Single Dom 0nsnng 0arwin9: X con8ynldn) 6 h. ThemW7ru FbaClanic and Smooth -Star Hammel 8&"ll.8&quetUnpaor&quot Owed 12/312021 No Yes Yes WA C impmte Edge Fit tit g - Singe Dom with Sdeae(s) (Ir.1.9r0.h ng. XO, OX a OXO Maturational 9 I. Thertn►Ta Ftur-Cleaak and Smocth-Star Nominal S&M..8 &quatlmpadBqum Glazed 12131QO21 No Yee Yee WA Carp®ts Edg• Fiberglass Double Door with or without 6idNnes OnsivinyOafwing; Xx a Oxxo cgnfgoratlns) Daniel Assuarairl Ana,v,d for Use Apsvoswd fa Use )rgue4 am" maltMumber or Nainas Pro" InHM OUINO HVNZ R Plus= 12 1. TM1mo-7m Fiber-Chusek and SnaatRStsr Naming 84a3B0 &qua;I"M"quot Glued 12f312021 No Yes Yes WA Compote Edge Flben0r es Double Dom eith a without Sideaes(hfwln lOutewng;xX a OXXO oonlpmationa) Florida Departrnent of Business & Professional Regulation Peg.1 d 1 Bulking Codes and Standards 1/ Product Approval Application Detail 92d, ftov a !ems 1Lk Data Parishes t?L! ems YMAM mmuclo sit GEM IDmlaatillaaoa rillml(g ®c Ywdm AOMM LIGAR ralut AMWWmd aim Revision MM POT Industries Jenle Roaanel M.mFOade 6000-CER Mlami•Dade SCCO-VAL 1111 trim 102ir1020 1124 20 Appra'ed Category: Extra Doers (941) 4850100 (786) 315.2590 StbC~rjr. Siding Extakr Dom Assemblies Jras-kittipgbndlldrisec Ompaatc...Mad; CWUCW rl hart or LI.ag Cm Addressed for Use Amrored for Use [W&W Jam. i 8 G9lt6atiEM)lullmge4 it. HUM ouid+�li atium ammo 9 SGD-5570 (Lupo MMM Impaat) Vhryl FY11ing Get" Data OM74r�21 Yes Yes Ye N/A 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 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 2/16t2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 It 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6t30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 It 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business & Professional Regulation peat d3 Building Codes and Standards I/nm2i Product Approval Application Detail gets tiler dialPJmoa am 311011111 Ymlea managed" !Zollapsed M1gn.as uoerr Wedged M, validated! submitted Fac-p-116a ADOFO ai >ll�tM Reshlon 2020 Thane-Tru CapaNion Sieve J..pean Lyndon F. Schmidt P.E. Ryn J. long, P E. 07,23m20 07n 7/2020 0720.2020 10/lYM20 7ppreved Category, EAalar Dome (800) 843-7e2a PE-43409 (813) 797-am Subcategory: Swaging Celm or O-Assembles ,)aepWow4 8rermaMu.w Cormellarlcs, Malhat Eralustlan Report atom a m Fonds Registered Archled a ■ Licensed Flol r�raetaaoll Prae%Imal Engineer PraM,4 Yodel. Nanha ps Mafia .deal Dambad Affi l,olydln Otis Aoor-d fps Use Aparowd In NVKZ I for igle &nDO d i ➢elm Pressures 1 a. ThumtTry Fiber-CNssic and SmooN•Slar Naming 88i/a9:8 dquorlimps dWd: Opaque 12FJ1=1 Yes, Yes; Ya N/A Compote Edge Fiberglass Slnpe Door (Inselngloutswbq: X cunegsetim) 2 b. Thmma,Tru Fiber -Classic and Smooth,%, Naming 889130;8 SquaFNpactBprot; Opaque /2/31IMi Yes Yes Yea N/A Composite Edo Fit erglus Single Doorwlth 3100fisi (llawlnpioutawtg: XO. OX or OXO canagmdlms) 3 c. Therlm-Tfu Fiber-CJaegc and SmodR8ler Norval 68003WA iqud;Yrpactdgpt Opaque 12MIrM1 Yes Yes Yes N/A Canpoder Edge Fbaplan Double Door *21h or What S"a , (Inrallfp/Wtalns XX or Oxxo cm8gurdlma) 4 it Theme-Tru Flbu-Clesdc and SmodhShr NaMg S&MV dpud;knpad&ged; Opaque 12A12021 Yes Yes Y. WA Composite Edge Fiberglass Single Door onvaingioutreft X consignation) 5 e. Them►Tnl Flb*FCasak and Smootlt•t3Nr Nominal 880C39p&quatarpad&qua: opaque 12/312021 Yes Yes Yes WA Compote Edo, Fbaglass Single Dom with Scirds(s) tinMquChitni ft XO, OX or OXO cmepudlns) 6 f. Tharml F6e-Claadc anti Srrwdh-Shur Naming 88drSO 8platlnpaddpud;Opaque 12A1/Mi Yes Y. Yale WA Compete Edge FR.#.. Double Door with or without Sltliec(InsnngWutseing; XX or OXXO conegurdlrns) 7 g•Themil Fier-CNsak and Smoothssr Noting OU394 t:wa;imp■aaququ a.fw 12012a21 Yes Yef Yes WA Composite Edge Fbmpappe Shil Door (I. -NI NOulsw ig; X cmepnation) 6 h. Thalns,Tm FlbeaCla.sk and Smodh-Star Naming 86i311A aqua;mpau"qua; OhaM 12/ 1=1 Yu Y. Yes N/A Composite Edo Fiberglass; Single Doa wish Sidelts(s) (In vefte itdfwlg; XO, OX or OXO cnagmebn.) 9 1. Thin -Tru Fiber -Classic and 3mdh-Star Naming 8&MA 464.4ti paddqua; owed 12/312021 Yes Y. Yes N/A ergass DaDoor with Cmpeae Edge Fbbs a wl6". (ImsWIngAOulssft XX or OXXO thqut cnagaatlols) 10 J. Themus-TN Fiber-Classc end 9rodn-&a Nominal 88sl08gnd;agddqua; Glazed 12131=1 Y. Y. Yes N/A Compete Edge Fbergian Single Door X � aaractaon) 11 1, Thema-Tru Fiber -Classic and Smmfih Star Naming 8�8;0 iqud;YpopactB gwL Gaza) 12/312021 Yes Yes Yes WA CWWaaa Edge F6ayales Sing. Door 1W n Sidelads), (IraWinsiOuts eirv; XO. OXa OXO conegmstimf) 12 I. ThemWTru FDerClasale and Smoolt Sitar Naming 89AW,6 iqud;8mped8qud; Glazed 1=12021 Yes Yes Yes WA Composts, Edge FBattese Doubt Door with or Without SWasK (Inleringoutswiiµ XXgr OXXO coneglrstlms) 13 nl ThemWTru Fiberdasfk and SmochSia Nominal Sie99;8 aquoti pactliqud; Opaque 12M12021 Yes Yes Yes WA Compete Edge Flibersli n Singe Data Kh &qud;N4n-npad&qud; Siddte(e) NamingB �•Onp Oxo,mpaque l 14 n. Thama-Tm Flber-C.sak end SmootMShu 8gta;lmm�ct6quo:Opque 17/312021 Yes Ye Yes WA Composite Edge RMrg.n Double Door with 8aal:N Ompectdqua; Side*" (dswthg/Outannp OXXO e0"flyr4tlon) 15 a Therms•Tru Flber-C.fste and SmootWeter Naming 8&VM;0 86qua;hnped8quot; Opaque /2212021 Yes Yes Yes N/A Composite Edge Fiberglass tangle Dom wah liquatMon-apld&gwl; Odelle(.) (tha4ap/0utlea iv; XO, OX or OX0 cgnlpuletlaa) 18 P. Theoma•Tru Fier-C.sgc and Soppontsr Naming SAM.0 4.grak8npaetdqugt; Opaque 12/3liml Yes Yes Yes WA CarlpoeNe F III Faar0an Double Door wan BqualMon-enpact8,qua; Sides" (.swinglOuaring; oxx0 configuration) 17 q. Therms-Tru FltivClnlee and 8moatn-Shur Naming 8"39;8dWokNoMrmpaetdqud: Opaque 12A1r=I Yes Yes No WA Camyuts Edge F".. S.Q. Ooa (InsMng,lOu.rdng; X canlpumeaon) 1s I. lbama-TN Flora-Chl and 6moom-fits! Naming 64a38;8 igea;NpNnpactdqud; Opaque 12/J12021 Yes Year No WA Compete Edge Fbergi-Single Dom elh S ibiles(s) (Mwingputtei g, xO. Oxa OXO -liguisl 19 s. Th,rma-Tru Fba-Classuc and Smoo8F8.r Naming 6d!'39:8 AMMIlo Wmpad6qua: Opaque /2f3lfM1 Yes Ye No WA Campsite Edge FNaglass Double Door with or without Sides. (Insii.900uleeag o(a OXXO cmeglretlms) 20 1. Theme-Try Filler -Classic and Smooth -Shur Normal 84#360 iWa:NaNmpact6qud; Opaque 12012021 Yes Ya No WA Carvell Edge FBSag.ss Single Dom toffeirg/Outseft; mImpec 21 u.The ns-TN Fiber-C.ssk and9mooth-Stet Nominal Bial'M;O 8q• rpact6qud; Opaque 12r312021 Vn Yee No WA Component Edge FToergaf. Sing. Dom with SldgOa(f)(IOMgUsiti ;X0, OXor OXO oonfgmatlme) 22 v. Therma-Trq Fber-Cla.gc land Smo th-Ster Naming 810390 dgoa;NeMnpactliqud; Opaque 121312021 Yee Yes No NM Composed Edge Fberghuss Double Dom with or with at sit".(I.-iftwoul ma; xxa OxXo conegadies) 23 w. Therma-Tru Fiber -Classic and SmodMS.r Naming S&e90A 8qud;NaNmpsd6qua; Glazed 12/312021 Y. Yes No WA Compete Edge Fborgiuf Sig. Dom Onseing otltswsg; x contquaam) 24 a. Theme-Tru Fba-Clesgc and SmodnStar Nothing 64039;88qua;NoMripact6qua; Glazed 12mlr=1 Yes Y. No N/A Compote Edge Fbaglass Single Door with Sidellse(s) (Immnng/Outse ag; XO. OX or O)0 carlgadimis) 25 yin Them.-T. Flea-CI.Wa and 8mao1R9.r Naming 68aC'Y;8&quMNau•IrlpaCNdJd; Glazed 1=11M21 Yes Yoe No N/A Capette Edge Fbagian Doubts Door with or without SWdl,e (InsvinWOulsei g; XX a OXXO configurations) 26 z. Tharma•Tru Fber•Clasgc and Smoo51.91ter Naming 88a360 agW;Np4mPwA1,c ud; Gam 12012021 Yes Yea No WA Campsite Edge Fbagian BMg. Dom ane411,40o llfvlg; X cgngJratdn) 27 za. Thurne-Tau Fiber-Chsgc rand SlnoahJla Naming 88839V iWoLWMnpacNqud; 01OW 12F3i=l Yee Yea No N/A Composite Edo Fiberglass; Sthgie Dom with adelltsj.) (lmw.gloutiel xO, OX a OXO Oonagl#dlgtl9) 29 zb. Tburlo-Tru Flbar-Gaga and SmodhSer Nominal SANS,0 Aqud;Nn-mpad6qud; Glazed 12f3liM/ Yes Yes No N/A Compaze Edge Fbm-gess Double Dom with m without SdaMe (IntwinglOulail XX or OXXO conagagima) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Da bil Peg• I d2 115=1 Sell Entity a Jul lift no MW Yuan mmwwkm contact endm.r a of _ V21kided.IW Y Fill Approves Anctil Revlslon 2020 ThemWTru Corporation Steve Jstlersm Lynda F. SpBrndl, P.E. Ryan J. IWg, P.E. 1Gil 3M20 07/122020 070020M 10P132020 Appro✓id Category: Exterior Deaf (800) S43-7628 PE-43404 (813) 7875585 atbCab ory: Somame Fame DodrA"NWA. *IPa oeh4maw.w Compliance,Mothoa Evdudian Report from a no Florida Registered Arch as Licensed Fbrde MANINALSMuk P,,.feplond Engines Ing Prgara Moral. Nhabaa Nems causing Awruriusa Aopsoard fa Laos In HY K ( IMatrd J>» Resident Presespn 1 a. Thenns•Try Fltar-dacsnd Bmoosl-Shur N Nominal 6114*6 dqud:Non-Impactitudl Opaque I21ilml No Yes No WA Compute Edge Fbergless Single Dom (eheatrgA3aswag; X wnegeralon) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DWII Page 1012 I&MI yea Entity a ga4 IIalaDate PWICIM no 7I11111 vMNn saigiblux 29ow andaaLLLum xwwiva ere YIOiMW a imam EW.ARRM Ml A,,rWd am& Reign MM MI NYmdoes urd Dome Brent Sharper Lue Roberto Lams Stevan M. Unch, PE 10g6M20 10N82020 10/19=20 12MUM20 Approved Category: Bruce Dom (717) M5-3300 PE-825/4 (717) 317 8454 SubCs sgory: adding Ederlor Doerr AsnmiNle , bslllnger@mird.com Cmpenc. M.thod: EvaluWon Report ham& Rands Registered Architect sir a Licensed Flmde Professional Engineer QL,ik, Assurarl Approval far Use AmnmW for Use Jlgg)t 1YoAr1 ModN. 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Tan Rettsy UL LLC Try Bishop, P.E. 12MOM20 12/01r2020 12212020 Approved Category: Bdww Daces (041) 494.2813 (964) 947-0880 SubCou": Extent Door Components tometheyQassublo/a Compliance Method Car rica8a Mark or Wang In s ggOM,Age,ance Approved far like Approved goat 9aotrffi m mb In WAU 9raliMt= immm Eon 1 607.707.777. 747. 757 777, and 847 Single and Pass of Hush, Gal end Louvred single an pates of 12/312025 Yes Yes Yes WA Doan hssov metal dons. Florida Department of Business & Professional Regulation Pop 102 Billing Codes and Standards ++ Product Approval Application Detail mat Entity asks gee RaLbmkm gee lies vadw amigifilmeamos mDbd l iLwow YeBarea ML IMNIM A brdsw FOil Agam)Ml Ano[OAW aid, Revision 2020 MI VAndwee end Dears &ant SR&ngar Amwimn AnhRwrurel Steven M. 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Tkn Robinson Watsr A TIM Jr., P.E Jan W. Knwvon, PE Oager2020 090118FJM IOMI120M 12n52m0 Appall Catgaq: Shuthm (954) ses-7545 PE44167 (954) 7r&SM4 SuOCsNgoM- Storm Panels time robinson®Wpeel.com COmW aria Method Evaluation Report from s Flash RsgWwW Aronaea a a LkMMd Florida Professional Engineer P Ion 2im(r( ApamaujilLas Awch dfa Use ill" 219M den! Sadat tasctlrlm Sostsixmbum m to na gItAWLtAZ Asido BM 1 20 Gape Gelvallsd Sleet Storm wnehMVHZ Con ual GoNnlzW Seel Storm Panels retained 121312m1 Year Yes Yes WA or not by intake to Provide humans protoenan. 2 24 (Nee GolverllprdSteel Storm Patel Corrugated Galvanized Steel Sarre Penh nrded 120312021 No Yes Yes WA or not by intake to provide humane prdedia. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 al IR2621 mat BroLa mb ilia orb e4n0im art lima Ylmm IYm60u9M Lmbd lmalasALrllat YillOraa.Ml you" louggif Eit2DamtMl Alai imlr Rsvisbn 2020 MTM Ine- Ern Wetdw ICC BMUOan Sella, LLC ICC Evaluation Service. 10ID22020 OWJOM20 I M II= Approvad cote- 1: Sbudura Ccmhpenente (952) 8954835 LLC. SubCdogory: Truss Powers ewaid"amu.com (205) 599-9900 Competitive Method eelualion Report from a Product Ewkuaaon Entry 9WOfcA■aaoca Aas[mMflalm Aorevedfb U- wmg germ goad Swam m Mtim:mb h1gmL oullaide WAR amom BWam 1 M1asHb 18 gat super high atragth trussoornector plate 08030=1 Yea Yes N/A WA 2 MI is 18 gee truss ennedor plate 06MO 021 Yon Yes N/A WA 3 MT/ Mr8 18 gee high strength truss camda pane WMO/1021 Yea Yes NA WA 4 MT20 20 gee trussconnector plate OB/302021 Yes Yes N/A WA 5 MT20HS 20 a.. 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Robed Gillis Somal A.Groabeg Jam May 12/l OW20 1211 VD20 12/da2020 ding FSC A(pn cot pocy: Structural Connponau (813) 659.3707 PE-34245 (352) 588-5311 sieatgam Products Introduced as a Rawl of Prsssakeetnce"two corn Nee Technology CagaaAe Method Eaelurin Report Atom a Flonh Reglrwed Archea taa UlMs.0 Flada Pnifirs nal Engineer am - orts aMhrna Aoroad fa use Approved for UM Doom goes rim comidEalmmDab IDl2mE outddoicAR dtfrea P[nnae I Quality Pear a Commercial Concreta Prodias Protest and Pres""W Concrete Lash 050=4 No YM NA WA Florida Department of Business & Professional Regulation Pepe / r2 Building Codes and Standards /ara01 Product Approval Application Detail 22111 I'ml" 20 20 20t.Blnron 20 mm Yrrm mawdst n[ gaoled agwouLaAkmm Vriddo r xdwa as DAB" fACARam" aflreaW Ram R.vubn 2020 Ml Wild -and Oocrs erne allllgw ArMec.n Archltedral Staten M. Ud&. 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Number or awl Product Censorial In Nvnz OAdaWN NVW 5sr..t presalre 2 185 SH 52.72 Fin/Finge Frome IG180 Single Hung 101OW023 No Yea No v8aF1110 Laminated Glass Floride Department of Business & Professional Regulation P.P i al Building Codes and Standards IN= Product Approval Application Detail mat ➢ate go Dab poaoe ms mm Ygrallot, M(anubscgter Concept Validated Ills, YaIkIw1kd eLbmbw FBCApprom Approaa sea A:larmetlon 2020 PGT Industries Jns Raaskt Mtarni-Deh BCCO - CER Miami -Dade BCCO- VAL I t06/2010 111,0511" 111111=0 Approved CatsOM: Winders (941) 4WQiW (786) 315.25N ■ubCalsonry: Fixed posovold"adua es.t Compeana Mood Cracaban Mod or Lisdng an 2MML&OWA cat ARormadfar Lim NOMMaf9[.Ya UNW Wslen 571 WJ-652 wl ula"(Lives MissileImoncU VIn1A Faced1� W.A. Florida Department of Business & Professional Regulation P.ge i a t Building Codes and Standards 1A2m1 Product Approval Application Detail mat e(a.lgr 2sa art mk.[enceoo are M122 itch Manus mltaa anoln..r a U_ vameted r yykW"d ald®((tffi M22.AmtmML Atli l fet& Revision 2020 Abate Nick Thanpan Lynchan F. SchmML P.E. Ryan J. Ni g, P.E. 1028+1020 102920211 111M22020 IZIW 020 APP.M Catagay: pencil Vhlb (330) ra-2389 PE-43409 (813) 757-0585 M4tgory: SoM ndhonpaanQ(aMda.cern CopN-Ndh.& Evauria Repatfian. Florida Re MoM Architect or a Licensed Florida Professional Engines goltacE■ngra AsarmMfforths ARmmMatdiMs ill" germ =9 Inlaali gAt al= Bub= Eo1Msa 1 a. &wd;2Tdquot; Sae Vat or Solid Vinyl Soto 12f3iM21 No Yes No N/A 2 b. &wcx;AMsnce 1`48,quot SoN1 Vat or Solid Vinyl Sae 12(311MI No Yes No N/A Florida Department of Business & Professional Regulation erg.I.fl Building Codes and Standards lirrJml Product Approval Application Detail gets no Mw VCual ry corm arAba &Leave VrldobdBr Yea6tls ►ee� Approved go Revision 2020 Florida Metal Preclude Inc- Clock Jams Jamea L Suckw, P.E.(lit Steven M Urkh, PE OOMM20 09.25M20 10002020 I VIWW20 Approved (Aosgm7: Pooling (904)7&s8400 CSUCK Engineering (717)317-8454 Suad-lagry: Soloing Accessories that we a docnMooa.eern P631342 ImsMat Port athe Rooting System Complaints Method Evaluation Report from a Floda FagiMntl Architect or a Lkslned Florida Prot ..I..$En v'wne Cluster Assurance Amrawd for UM Approval ,for .Use humA gHlm Ilea BMANUINMJMEWLKIM Product Donarrhollan u=oo 33 3-FtAMCO8qua;RV 10 Rldw Wa&qua; Alumna" m Ridge YnN for pitched root fatmos(ed 12J31/MT4 No YID 11Wo WAS town O.mS NumMun Florida Department of Business & Professional Regulation P.pa l r l Building Codes and Standards 10/on21 Product Approval Application Debi] mat andar or met ma ReLawkma art in )bmm mmrmom engird godooLLMOM V Ud b0 go Vow" aawm EKdmma. Am& Raviren 2020 Global Protection Products, LLC. Tim Robarsa Walter A. TOId Jr., P.E. John W. K warloch, PE 09Mer2m 09M82020 1=12020 1211152020 Approved Category; Shu8ati (954) 804.7543 PE-44167 (954) 772.6224 SubCrap h: Storm Pori tkm.rainmon®gpat.com Conpaahce Mrhed: EvsWNlan Report tom a Flolda RegMWW Architect Or a Licensed Flortda Professional Engineer 9WMtAg Ausaged1iiijus Alienated par uee ill" corm ion! b26SL2kKd" SRMMdEemtimmb an QMMWL AZ Ameba SIemR 1 20 Gape Gelvaixed Seel Strom Pn.kMM2 Corrugated GeMnized Sea Sprm Panels nelatned 120312m1 Yes Yes Yes WA or not by tnda to prOmh humans pratecda. 2 24 Gage GalvonMd Seel Sam Poe%MHVH1 Corrugated GolvnlMd Sea Sam Panels retained 120311=1 No Yes Yes WA or not by trade to provide I.fmane protection. Florida Depennnent of Business & Professional Regulation page I d 1 Building Codes and Standards 117=21 Product Approval Application Detail mat bt" N Dot no od* FM WA no in )Mmm Igm■d9l>![ gm= llorme[a ul a■e rilt� a, xwd" FBCdMM1 d BMMI#9 son Revran 2020 Weyemsouser Rob Baldwin ICC EYalualbn Bella, LLC la Laaw. P.E. 101132020 Applod For Category: strum" Components (253) 92444T6 (908) OW3288 SuaCragoW. Engineered Wnpper Roaatlbeldrine vywho Cam~ Method Evaluation Report twn a wsa.00m Product Eviou0m Ermly amwkAgamw AsamMOFaJMe A9ams&f9Lus low gum goad 3 9tim 2MRIO MAMML2 to inJHVNZ outsmtDM &ohm Emma 1 Mrnasm LVL LAMMO W Vasr Wmber 03/31=11 No Yes NA NIA 2 PwaOam PBL Passel Strad Lumber 03A12021 NO YM NA WA 3 TlmberGbwd LSL Lambasted Bond Wmbw 034112m1 No Yes NA WA 4 TJ Rim Sand Structural Composite Lumber or Orlemed Strand 03/31/2021 NO Yes NA N/A bawd Rim Bard $ Wayemawser Rim Dowd Oriented grand Bard Rim Bard Mir= No Yes NA N/A Florida Department of Business & Professional Regulation Fags Building Codes and Standards Ij52mi Product Approval Application Detail mfa 1ta1ML8 are no 2148nclincs ads mm Ytnbo ll®Iaaraua. mmad widred IN Vi gubmiftd FaC.Aoonevol AckwarvedM ARkMOM 2020 PGT Industries; Jn. 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OfsMgefQmlwO.can Complexions Method EvWetion Report Ban a Flonh Regleteted Architect or a Licensed Flonds Pref rsata,al Erip.- 2ue.,dA■rmw A-rRlmuas A■oaderU, IM20 asm 21tssa 5784 vat dalVe dmI Num noon Muaon IV311=4 IC VHZ ammair Y. wmwm E A Florida Departmant of Business & Professional Regulation Page i a2 Building Codes and Standards 14=1 Product Approval Application Detail mJia itriky a ]Yet Yemen tmlboww g➢aer ClenoaLla now Revision 2020 GAF Mcheel 8Reh Robed faemirmn Clemency: Roiling (6W)766-3411 PE-59100 tUbCaepoty: Asphalt BNndes metlsh�r.cem Compllwar Ithod Evaluation Report atom s Florida Registered Archaect or a Licensed Florida Profession, Engineer go� SnMrdgtialrlm 1 GAF Asphalt Rod ShInglers Fete ek" rolmoreed Nab, lonlyr Led. Sao ad hlpMdge .lpraa shingles gdt 2" IMlcSMdm leis VelalbdBL Ytlmrtq Subffikbd TSCADDrow Assigned lira Jahn W. Krnzevidn, PE mrJsom 09212020 10o02112020 12/1511020 Aporaved (954) 772-=4 anukA� Ata[mm1, U, Approved for Mtom germ SZIgOarEtmtltlatgl0t I, NNW 2Yf(11 = Bummt &M 12M82022 No Yu NA WA Florida Department of Business & Professional Regulation P.D.I a/ Building Codes and Standards 1.71M Product Approval Application Detail raetl array or no ME pas PAUNM art mm. Ytotm Newel go= EoeMea ttllsmee VrlarW IN Aid" awls" PBCA99afal AYar v d BMW Revrslon 2mo Loma w Kssne Jeky Jana L. &eaalw, P.E. Bien M. Urlch, PE 1123,2020 1 /r1312020 11292020 Erg F8C APPP Catgay: ROoke (501)9836163 PE-31242 (717)317.8454 &IbCabgoty: Rossng Accessories that en a kjsaey�laceuce.cam Integral Pat male ROWO syrern Compliance Needed: evaluwish Repot ken a Florida ReglramdNoaea or a Lkased Florida Prafessionr Egineer guests Assurance AgiencivadjurJiso ApprouedforUee bmd 21Mm iill Product N.M. Nurhsoc or aces Srelr.Discriation cafted expiration DAV In MV#e o uh&b N AS R.Wd t P- I Dock-M^ DA4 a TRI-Bull Dock -Air OM4 Low Rose, Polypropylene PNsk. Rod Vat 12MOQ025 No Ya No -InA 97A MenhnkeyAMchad to Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail mile lnitorr mm Yrlm m m(M9Laa 298= 2091o9..tiAIr R.0si- 2020 At Amerkn Spam end GNM Mae Bartrieri Frank L- Sorrrardo, RE cooma y: Shuts. (561) 712.9882 PE-0046549 armraw"ry: Storm P.neh nalabigallaaerknshutle Compilwee Method: Evaarion Report tan a nt• Florida RrgPrinedArshtsot are Licensed stands prdaMlonr t9lpner VAUUAWJMdMU, 1 24ga Geltnu ked Steel ■anon Pnrs 24gs Galvanized 81" Storm Pasb xdwit a Troy Sirbp. P.E. OR 947-0060 Page I a I IR/w 20 no Dobpmdhw art Xdd" boom LagAga mat ammm A" 102192M ta15r1020 11/05200 12INN20 Approved QudNvAsrzwm ADrowdforUM Approved For Use know DNIM cambia bo*djm Do, MHVIKi Out" (RAM Fundament p[ 121112021 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page l a i Building Codes and Standards 1m2021 Product Approval Application Detail mate E■BLor met art Does Pearson Sate mm VJam lm kam rasC zoolwiLwoa YMWot .ML Y9 9W gotMM fIAmrmMl Amman M" Revision 2020 CAST-CRETE Ugh LLC Chile Perrino M (i-Dada BCCO- CER MlartDedo SCCO- VAL 1120/2m0 10272020 112712120 Approved Catgpry: Samurai Components (1113) 6214641 (786) 315.2590 &aC+te". Products I troduce0 as a Result of cpan r.4t araae.com Nov Technology Cougli onMe9ssd: CWMIWM Mork a LhM p .Quaft Assurance Mrandfor Use Associated for Use lmesg mom goal M96ML20MUM goomid lmudowm 1111M outside INM Buda Enmm 1 High Strength Chao Lhels 4. 6. S. ad 12 mon wIds green 0521/2022 Yes Yes NA WA Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1A2mi Product Approval Application Detail mMe Ea.La am got 201hugm ilia none YletioII Iralla t" mart En k- & Llama Yakkw go Ydd" Submitted PWAMMVaf Ate R.vira 2020 MI Wfndwra.ed Dome Brant Solingen American ArchRedurel 61- M. lklch, PE 1warA 40 1OMSM20 loylano20 Apprded Category: Wlndws (717)3W3300 Mautaourere Auwtaaon (71r)317-0454 au4Catgnry: Horizontal Slider branOsrQmlwo.com CanpNrsee Method Cedillc.kn Mod or Listing 91a1alsMaross aLmmlMtfor Use, Aaaa>MflalDoe ML2fit gWa6 Ala ft2AFAamoddm 11119mi 2uUWLtitmi Awalaw EOisla 1 N8188 Fin ad Fargo Frame. 7342 bsulrnd Glass 0211IM24 No Yes No +55.55 Flodda Department of Business & Professional Regulation peg.1 at Building Codes and Standards Iffl=1 Product Approval Application Detail Cal bay a 291 mb gge.PNWlra all! font IMF ligumblubg rigged &NWNLL6km Voldebod ML Arun gus= Iffid■[RIOI Aaanaa ifmil AMMINn 2D2D POT industries Jns Raosrd MNmi-Dads BC:CO-CER MIMN-Dada OCCO-VAL 11M5r2m 11105M20 11/11r2I20 Appraed Gte9ory: winks" (941) 40"100 (788) 315.2590 s ubcamow. Mallons yoo-kitepghedaMest Cos esroo Method Ceratesson hark or LISM9 an - _ Quiet(,Agtg Mmr.vod for ties Approved for Use tmard gall■ fine Pro" IkdeL auroa or Now Product postrkmm CoWrad mosirwilon paw In HV Z oLmoft HVHZ Ilsllraa Pressure 1 Mullions for As Doors ad Wlndoes AJunwalm Muscles 05282028 Yes Yes Yw WA Florida Department of Business & Professional Regulation Page i a l Building Codes and Standards IA=I Product Approval Application Detail raft army a[ mb alb grate 20 Mw VKdon Limb m2gd Engineer &Ucwao Via, YaYrW SL&MM&d FIND Approval Ao=vod amM. Revision 2020 TAMKO &"V Roduds LLC Nam Eden Robed Meoeen Jinn W. Kners". PE 10/0412020 09rJaM20 10/122020 12152030 Approved Category: Roosng lain 824-MU PE -WIN (954) 772-8224 SuloCtagary: Un larlayments kWO-OdMQMMO can Ccefok- ankh-& Evaluation ROW atom a Florida Registered Nchtect or a Licensed Florida Professional Shorter Aix Predict MedsU xuabapr NearProclud theologian Contract Eftinstion Date 1, HWKZ out" Real Plans 1 TAM KO Roallndadaymnts(WHIZ) Roofundedaymnta fa use In FBC HVHZ 10M82021 Yes No WA WA junhdaions. 2 TAM KO Rod Unadaymnts(NON-HVHZ) RoaundNbywhsfor use In FSC nn-HVHZ 119182021 No Vas N/A N/A )urls"ons. Florida Department of Business & Professional Regulation P.g.l as Building Codes and Standards 117rm21 Product Approval Application Detail raft a ay or ar* an 096 Plo aaa art 11181 Ytsaan IMotmatau totfd M inw&.IMtaa vagod 9.be IMIiOba 93bn*bd FSC &=Mvd AM*Vaa Strut Review 2020 Baal RoeMg Andmon Rain IAPW Unhonn Evelusdon Gwy W. WNIw 11/030020 1IMT2m0 1IM w2l) Approved comeory: Reding (801)380d091 S.Mas LLC. (205)654-01191) gOCeapory: RooMg Take RobinAnd morlQbral.a Compaeia aathod Evaluation RepW from a m Pmdua Ewlunew Emhy mwvm for use Approved forUM laid 21M an HVM > Aral/A is Shake, Saxony- Ske, VAN. Caney Sets, Spa Cad EfOO Pat Doma Prodl.- Denver. CO I V3 NIA IA Thant &amp; Impact 17 Snony WO- are, Shake&amp; Spot She its Rat Prone - Sloddon, CA 12/31/2020 No Yes NM WA 18 Saxony 600- 90, Make&amp: Spa She its Flat Prtllle-Raft. CA I2M1/J020 No Yes N/A WA 19 Saxonyy 7W - Stuart, Bets aamP SAN SMka isaMonn, CA Flan 12y/33122p022p0 No Ya NIA NIA a�i MmP SPIN Shan PPrroafalIt. NNdO 2�7 Telu esDsaa /s r11pa R-aN-Kra. TX 17rJ12020 Yb UA WA 26 vas Lon Prase- Kay, TX 129/2020 No Yss NA WA Florida Department of Business & Professional Regulation P.ga 1 a1 Building Codes and Standards 117rm21 Product Approval Application Detail mta anew art mb gripe 2Mt version umww as mail Ouch a& W.rso Validated av yM(dsodM DOM09 FSCApprovr Approved4MWt Review 2020 Apths Slued IAVM ICC evWuMm Service. LLC WMam M. Faust. PE imlam0 1022r" II)OM20 I1M62020 ApPaed Catgory! Structural Components (321) 71"377 (407) eat-1917 thubCatgory: Truss pats 411wtsQalpinssw.00m Canplloa Method Evaluation Report tom a Product EVrussn Entity .. Guuav A.araxo Approved for Use Approved for UM ion! SaOat2LVdm Sitatedimwollwaa Rum guWdLim SWrla P- I ITW BOGWpine Higher 8tretlglh (H !vamp; 8) Mass] (balector pate 12/31rJ024 Yes Yes NA WA 2 true SCG/AlPete Hines pate Mall Connector pate 12131=4 Yes Yes NA WA 3 rrW BC(W*e Tnrlo. Mrel Conactapr. 12d12m4 Yes Yes WA WA 4 ITW BCG/Alpkle 4Yeve Metal Conactorpas 12131,7024 Yes Yes WA N/A Florida Department of Business & Professional Regulation wile I aft Building Codes and Standards WrA21 Product Approval Application Detail mat ammx mb 20 mM.BW= ors Mw Vnlm lmasomw meal RNWItAlkm Vridd*6BY Me" jauum p FBCAppmvr Amm1Ma MgOVe Revision 2020 CASTCRETE Usk LLC Craig Porno MWrr*Dada BCCO-CER Miami- Do&BCCO-VAL 1120/2020 101272020 11/272020 Approved Category: structural Capoents (S13) 6211S41 (786) 315-259C SLOOOIgory: Prodcts Inhohced as a Reaull of cpaminolacWcrets.corn Nee Technology MMhod orb. Mark or Wan #Ion CaMIc ConW g go9.t Redrhd Mode. ahruthr pr Norms gmd&Auw" Ausrovadforthre A9aOM"ff.Un In KVNZ WUM Beailba onion mtalLL 1 High Strength Concrete Ltaeta 4, 6, 6. ad 121nch wide Ilraels 05/21/2022 Yes - -- - YM NA WA f^'A ^W ^W i Cc L N 0-0 C . � ICU U Cn O O CD '^ V/ C 0 C Q C W C O CU LL O An WCn � O W CU O L (U .F; VJ a z z w J Y C: O ■ CU Cn _tf O W (D V /) CU L Q CU -0-MO Cla. < C/) foosell V L V m W a Z Z Q J a SHEET NO. PA 1.1 _11--a N .� _ N U 0 � ® Simpson Strong -Tie Tie 2020 FBC Approved Products Updated 12/30/2020 Sim n Stron Tie Z020 FBC A roved Products Opted 12/3012020 ®Sim son Stron Tie Z020 FBC A roved Products NI>�ed 12/362020 Sim son Stron Tie 2020 FBC A roved Products Upped 12/3 M20 O P� g- pP P� g- pP P g- Approved P g- Approved ��7711 d O L For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks. to NI SST approvals Istod below, CLICK HERE. For direct Inks to all SST approvals rated below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. V/ O ^ For additional Information regarding Florida's Stateside Product Approval System and Mlamad l r l-County Notice ofAcceptance, (NOA), CCK HERE. For additional Information regarding Floides Statewide ProQrct Approval System and Mad ami-County Notice of Acceptance (NOA), rLrCK WEREa , Fadditional Information regarding Flartd's Statewide. Product Approval System and hNanl-Dade County Notice LI e. ofAcceptanee (NOA), CCK unRe, For additional lnfmut on regarding Flatrk's Statewide Product Approval System and Viami-Dade County Notice ofAcceptanee (NOA), COCK HERE. C '� LL .U � N 0) FL82336-R7 FL#10448-R6 FLdito486-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3CU -cc - 9/18" and heights ranging from 4-5/18" to I V. Concealed flange §20 Product Model. Number or Name Product Description Aga Product Model. Number or Name Product Description An! Product Model. Number or Name Product Dieuription version (HUSC) availedlle for models having width equal to or�_ 1 Titan Stainless Seel Concrete 1L Masonry Screw (TTNSS) 1/4" dismal Tren stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 Br, BTB, BTH BrickTies greaser than 3 9/IIT', = 2 'L 2 APA21, APA4, APAS, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" rd 3- 0 Q C 0 3 APB44, APB44R, APVB68, APB66R, AP888, APB88R, APS1010, APBI010R, APVB44, Outdoor Aocenta Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-114" to 16". it O LL FLISSWRS APVB44R, APVBW, APVB66R, APVB88, APVBB8R, APVB1010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25SDS Face -mount hangers CU O w � (U 4 APDJr2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.8, Outdoor Accents Deck Joist Ties 5 CTS21 B Compreseion/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (U O J%W Product Model. Number or Name APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC20Z, LUC21 OZ Face -mourn hangers . N_ E O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH81 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H8, H7Z, HIS, H1 SS, H18.2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9118" to 4 Cn L L 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL8, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Todown 50' and heights ranging from 3" to 10-15116'. O 3 SD9112SS, S09212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62SDS, MGU7.00SDS Face -mount hangers (a 0 •CU 0- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available In wkfths ranging from 1-9118" to 5- �" Q SDCF221134, SDCF221334, SDCF271958, SDCF27235B 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST8 Straight Straps IX and heights ranging from 8-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SOCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT8Z Concealed Joist Ties 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS2e, MUS28 Face -mount hangers SDCP2211OQ SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI8KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/18" and heights ranging from 3-1M 8" to 13.3W'. 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS25412, Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA72, 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 18 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116 to 9 SDVuF2710, SDWF2720, SDWF2724, SDWF2728, SDVVF2730 Strong -Drive SDWF Floor-tD-Floor Screw IS H2A, H2.5T, H8, H10M2, H1 OS, H14, HGA10 Hurricane Ties 18 LT312, LT318, LTS1S, LTS20 Light Twist Strap 6" and heights ranging from 2-W' to 11-1/4'. 17 HCJTZ Heavy Concealed Jost Tie 19 MGT Medium Girder Tisdown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST80, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brae Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps F1.0,10867-RS 20 L30, L50, L7Q L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps AMA Product Model. Number or Name Product Deserhytion 21 LCE4 Post Cap 23 MSTC48B3, MSTC6863 Pre -Bent Straps dij" Product Model. Number or Name Product Description 1 ATR3/8, ATRt/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS7Q LS90 Skewable Angles 24 MSTI28, MST138, MST148, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 2 ATUD5, ATUDG-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BFVS-2, BP112, SP1/2.3, BPS/6-2, 812518-3, B13314, SP3/4-3, BPRTUD34 Bearing Plates 24 LSSJ28LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LS^u-J21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA202A2, NCA2x8.16, NCA200.18, NCA20246 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-W' re 7- 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/45/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-Z LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWBIZ RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD85, CTUD6e, CTUD75, CTUD76, CTUD77, CTUDB7, CTUDBS, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/7to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/6" and heights ranging from 7-1/4" to ZV. 6 N3, 144, N5, NS Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 BPI, SP2, S134, BPS, BPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUDS, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MML1.126.2, MMLU28, MMLU28-2: MMLU210, hMNLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RSCP Roof Boundary Clips 33 STB, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, STe236 Straight Straps 7/8" and heights ranging from 11" to 32-1a% 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Dawn 34 TB20, T827, T830, T838, T1342, T1348, T1354, TOSS, TB60 Tension Bridging 6 EGQ sorbs hangers Top flange hangers available in widths ranging from 3-5M'to 7- 11 URS4 112" Uplft Rod Run Tisdown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wahl Bracing 1/4" and heights ranging from 11-1/4" to 32". 12 URSS 66' Uptift Rod Run Tledown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URS6 3/4" Uplift Rod Run Taclown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, W812e, W8128C, WB143C Wall Bracing and heights ranging from 8-1/7 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- IV and heights ranging from 11" to 37'. FL010441-Ft6 F1.010531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-gM8" to 7- FL#10447-R5 1/Z' and heights ranging from 8" to 30". 61" Product Modal. Number or Norma Product Description ,g49 g Protluct Motlel. Number or Name Product Da wriptlon 10 HGLS series hangers Saddle hangers available In widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Modal. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.83, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/7' to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-14 to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSG2R-SDS3, DSC2LSD63, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9/16" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDUS, HDUS, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15M8 • 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 HGU3.83SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62SDS, HGU7.ODSDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to W'. 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-VV'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" and heights ranging from 16" to 28". 8 MPAI32, MPA144 Strap style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/18" to 12-7/811. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PAIS, PA23, PA28, PA35, PA51, PASS Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25.SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.011SDS, HHGU725SDS, Face -mount hangers 3-9/16" and heights ranging from 5-W'to 13-1/8". 10 PAI18, PAI23, PAI28, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Sbpeable/Skewable U Hanger HHGU9.00SDS 15 HUTF, HUCTF series hangers Top fla nge hangers eveilebb in widths ranging from 1-9/16" io 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TEES Truss Bearing Enhancer 6 HHU826.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.SWQ Face -mount hangers 1/7and heights ranging from 3-7/16" to 16'. Concealed "a 12 STHD14. STHD14RJ 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, HSULC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16'. THAC422, THA428, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3J4" to 15.314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81/22, THAl2.06M,, THAl2.1/22, THAI222, THAI322, THAI3622, THA1422 Adjustable Truss Hanger Sized for I -Joist Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 53/8" to 28". 13 THAL42Z THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1406 to 7- 14 THJA28, LTHJA28, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2 Face -mount hangers 1/7' and heights ranging from 5-W'to 3Z'. 15 THJM2-4-SD33, THJM2-5SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3 18 TSBR2-24 Truss Spacer-Reahaint 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 5/8" and heights ranging from 9-1/8" to I W. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9M8" and heights 18 VTCR Valley Truss Clp greater than 2-9/19'. ranging from 53/8" to 7-1/4". 10 HUCQ1.81/9SDS, HUCQ1.81/11SOS, HUCQ2iD-2SDS, HUCQ210.S SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-OMV' and heights SIDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25&WS, HUC05.25/11SM HUCQ610- ranging from 93/16" to 13.1/8". SDS, HUCQ612-SDS CV Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/904= For direct Mks to all SST approvals listed below. CLICK HERE. For Bred Mks to or SST approvals listed below, CLICK HERE. For direct Mks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maml-ode CamH Notice orAcceptance (NOA), 2 rCK HERB, For additional Information regarding Florida's Stateside Product Approval System and Memi-Dade County Notice d Acceptance (NOA), r%MK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mlanl-ode County Notice d Acceptance (NOA), CLICK HERE. For additional information regarding Flo id's Statewide Product Approval System and klam-ode County Notice. of Acceptance (NOA), CLICK MERE. O 21 LB series hangers Top flange hangers available in width of 1 -QM 8" and heights FL8114MR5 18 S/LBV1.56, S1LBV1.81, S/LBV2.06, S/LBV2.37, SA.BV2.58, S/LBV2.e8, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ■ IIIIIIIIIIIIIIIII■ ranging from S-W'to 15-1/8". S/LBV3.58, S/LBV3.62, SlLBV4.06, SJLBV4.12, S/LBV4.28, SA.BV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, 6TB2-4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9M8" and heights Product Model. Number or Name Product Description 19 SiLTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdovins steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13.1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 OR) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSOW) 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 Tres 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 318 CU 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 at", or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/41c, 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH"DS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 6 THGW33, THGW3-4, THGW4.3, THGW4.4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Teen HD Threaded Rod Hanger for concrete ■ - 118" and heights ranging from 9-1/4" to 24". THD50234RH, TH010212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9M8" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-38" to 7-1 /8". FL111473-RS FL/1304-R5 27 RR Ridge ratter connector 28 WP series hangars Top flange hangers available in widths ranging from 1-9M8" tc 7- it" Product Motet. Number ar Norms Product Deacriptlon 2291 product Model. Number or NamO Product Description FLaY162a0-Rig 1/8" and heights ranging 9.1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.e2-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTOM3.82-SOSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.5DSDSG, CCCQW.62-SDSG, CCCQM4.62-SDSG, Eea f Product Modal. Number or Norma Product Desc ptilo n 3 HiS, HIES, H1e-2, H18-2S Hurricane Tie CCCQM5.50SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FLt11011MR5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQW_62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, MasonryPisr Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALie, HETAL20 Embedded Truss Anchor ECCLLQMD4.WG-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.82G- 3 SET-XP SET XP High -Strength Epoxy Adhesive for masonry Sea # Kr, ECCLRQMD5.50G-KT Product Modal. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors 4 Strong -Bolt 2 (ST82) Strong -Bork 2 Wedge Anchor for masonry i ABA44, ABA44R, ABA48, ABA46R, ABAOe, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HOUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ASU48, ABU46R, ABUS-5, ABU5-6, ABU65, ABU68, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3SDS2.5, LGT4-SDS3 Girder Taclown 4 LGUM26.2, LGUM28-3, LGUM26.4, LGUM28.2, LGUM283, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (rHD-H4SS, THD-HBSS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM4e, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MSHA3.56/7.25, MBHA3.56/925, MBHA3.58/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.60/11.88, MBHA3.5W14, MBHA3.5&16, MBHA3.56/18, MSHA5.60/7.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BCS, BC8R, BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSMI6, MTSM20, HTSM18. HTSM20 Twist Strap for Masonry MSHA5.5W.25, MBHA5.50/11.25, MBHA5.50M 1.88, MBHA5.50/14, MBHA5.50/16, 8 C1344, C848, CB48, CB86, CB88 Embedded Column Base MBHA5.MM8 O-6-0 W 7 CBS044-SDSZ CBSQ48-SDS2, CBSQ68-SDS2, CBSQ88-SDSZ CBSQ88SDS2 Embedded Column Base 6 MBH113.58/9.25, MBHU3.56M 1.25, MBHU3.5B/11.88, MSHU3.56114, MBHU3.56/16, Masonry Beam Hangers F1.06937-It3 8 CC, ECC, ECCU Series Bolted column caps with Wit ranging from 3-1/4" to 9-1/Z' and FLl114S6-R5 MBHU3.56118, MBHUS.500.25, MBHUS.SW 1.25, MBHU5.50/11.88, MBHU5.50/14, W2 ranging from 35/8" to 7-1 rY' MBHU5.50/18, MBHU5.50/18 finfi Product Model. Number or Name Product Description 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9.1/2" and AK§ Product Model. Number or Name Product Description 1 X34B1016.5K X1S1016. X1 B10164K XQ1S1016, XQ1 B10164K #10-16 Strong -Drive X Miss[ Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5/8" to 7-117 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD18 Sorted Holdowna FL O13975-M 2 XLQ114T1224, XLQ114B1224.2K 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB68 Embedded Post Base 3 HD3B, HD5B, HD7B, HDOB Boll Hoklowns Screws with # 5 Drill Point and Large Diameter Hex Washer Head /� 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sea # Product Model. Number or Name Proes duct Dcription 3 XWK�114SI224, XMQ11481224-2K #12-24 Strong -Drive XM Medium -Head Metal Sant -Drilling, ��V 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws w16h #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SD=634 4 X0114SI224, XQ114612242.SK, X114S1224, X0112S1224, XQ1 1281 224-2K 012-24 Strong -Drive X Metal Self-DrIhIng, Tapping Screws with 05 O 15 MPB44Z, MPBSeZ, MPB8SZ Moment Post Base 2 SDWC15450, SDWC15000 Strong -Drive SOWC TRUSS Screw Drill Point L 16 PB44, PB44R, PB48, PEAS, PB88R Embedded Pod Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH19WMB, SDWH19800DB, SDWHID1000DB Strong -Drive SOWH TIMBER-HEXScrew 5 XU34S1018, XU3461018-5K #1046 Strong -Drive XJ Metal Sent -Drilling, Tapping Screws with Q 17 P13644A, PBS46, PBS88 Embedded Fled Base 4 SDW11 274000, SDWH27W0G, SDNfHZ78000, SDWH271000G, SDWH271200G Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 Peve, PBV10 Round Post Base Saa # Product Model. Number or Name Product Description 5 SDWS18212, SDN518300, SDWSI6312, SDWS16400 Strong -Drive SDWS FRAMING Screw u 19 PC44-16, P046.16, PC48-18, PC84-16, PC88-16, EPC44-16, EPC46-le, EPC48.16, Pod Cap 1 SB5/8x24, S871W4, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SOWS22600, Strong -Drive SDWS TIMBER Sorew(Inlerior Grade) CU Q EPC64-16, EPC88-18 2 SSTB18, SST820, SST824, SSrB28, SSTB34, SSTB36, SST81 eL, SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS22800, SDWS22900, SDWS121000, SDWS221100, SDW3221200, SDWS221500 20 PC4Z, PC4RZ, PCOZ, PCBRZ, PCSZ, PCSRZ, EPCC, EPC4RZ, EPC5Z, EPC8RZ, EPC8Z, Pod Cap SSTB28L 7 SDWS22300DB, SDWS2240ODB, SDWS22500DB, SDWS22600DB, SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) `! EPC8RZ SDWS221000DB Sea !k Product Model. Number or Name Product Description V 21 PP844-4Z, PPB44-BZ Pad Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCS43.5, DSSCB48, DSSC1348, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL013872-R4 9 SDWS2730DSS, SDWS27400SS, SDWS27500SS, SDWS2760053, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fbmd-Clip Connector T� SDVYS271000SS, SDVVW120DSS 3 FPHSD3451016, FPHSD34S1018, FPHSD34BI018-5K, FPHSD3451214, 010-16 and #12-14 Strong -Drive FPHSD Framing-to-Cl Self- VO Product Model- Number or Name Product Description 10 SDVW13400 Strong -Drive SDWV SOLE -TO -RIM -craw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws L FL#I OB68-R5 1 CMSTI2, CMST14, CMSTCi B, CS14. CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC8.25 Steel Framing Connector 2 HRS8, HRS8, HRS12, FHAS, FHA9, FHAl2, FHAI8, FHA24, FHA30, MSTI26, MST138, Straps 97 mil (12 go) 5 LSW4 25, LSSC8.25, SSC2.25, SSC4 25, SSC6.25, MSSC2.25, MSSC4.25, MSSC8.25, Steel Stud Connectors 11111911 Product Model, Number or Name Product Description MSTI48, MSTI80, MSTI72, S/MST27, SWST37, S/MST48 MSSC,125KW, MS9C8.25KW 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, RCKW5.5S Rigid Knee Wall Connecter 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCS43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Sgde-Clip Connector ♦/1 3 GH48.8, GH48-8, GH48.6, GH48-8, GH410,8, GH410.8, GH68-8, GH66-8, GH68-8, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 99) Aga Product Modal. Number or Name Product Description 8 SCS325197, SCS82-SM7, SCS82.5/118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH810-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS ISW 18 ga. Truss Plates 9 SCW3.25, SG1N5.5 Head -of -Wag Slide -Clip Connector CIO 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C. GL87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors M 5 GLBT512, GBLT612, GLBT516, GBLT618, GLBT520, GBLTS20 G(ularn Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide-CGp Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA30, ST6215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self-0riiing, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTCSS, MSTC78, ST8236 Straps 66 mil (14 go) Screws W 8 UFPiOSDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016.4K X01S1214, XQ1B1214-3.5K X078S1224, XQ781312243K 010-16, #12-14, and #12-24 Strong -Drive X Metal Self-Dri ng, 9 URFP Universal Retrofit Foundation Plate 12 S81.56, SB1.81, SB2.08, S/82.37, S/82.58, Sf82.68, S163.12, S/83.56, SB3.62, SB4.06, Top Flange Joist Hangers F1f15730-R4 XQ114S1224, XQ114B12242.5K XQ112S1224, XQ112812242K X34B1016-5K Tapping Screws Q S64.12, SIB4.28, S/84.75, S/85.50 X131018, X1B1018-4K, X1S1214, X1B12143.5K 13 SfBA2.12J8, SBA2.12/10, SBA2.12/12, S/BA2.12/14, SffiMA /8, S/BA4.18/10, Top Flange Joist Hangers Product Description Z SBA4.18112, S(BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SH1A Hurricane Tie 2 GAC, GDP, GDPM50, GDPW75, GDPM-100, GDPS, GW-50, GW-75, GWAOD, GTH Gas -actuated fasteners and assemblies Q 15 SfHDSS, SfHD8B, SiHD108, SIHD108, S/HD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SMDU4, S/HDU6, S/HDUO, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 S/JCT, SlHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete 13- SHEET NO. PA 1,2 s •