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HomeMy WebLinkAbout3146 Lytton Hall Drj IL L l.IL .i_. i , ,LL ,1J1iJ lid I L ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orAF.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftq. Footing READ or Req'd. Required BK SH or Bk Sh BookSheff FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, RIS, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or CIJ 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 SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or KMlall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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 MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. DiverterValve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or W d Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PUNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB AL•L WORK SHALL COMPLY W N►mnFS F�.QRIf�~� Fl1 Dr r%r. E, I NATKWtrr� ��, y;; 7EPHY�tu.L.Q I ANOVE FED �i LENNP1 118M 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 0W N a 60 � • �., i ••Co ...... "•°"` NOV R0FESS\�: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 98 Q lei CD C) I" LQ O MNn% J #. J . LL M op .D y) =ii M J >t W W LLLLaa N >y �ii W Lu j awW ao�Y CL 0 �°mo 19 v.38 W M E q) o Q i _ A<NO cv Q co Z Q�7 2 Z ov ❑❑❑❑ W CD 2 z N z z g � N N z tv Ur �4-JLU N 0 ur Ln c E V)I ins X LLJ O 8 8 c IID 1! o M zo W Z J U_ a c M R go � �� 0 oa S8 Z14O N_ r0 E ap ao wZ �_ - = yo Z t3 J 9 a"' >z Z �z ,° W d 1 $ W LL aLL a W W o co �Iw �M 0 = N > rn c� L 1° 'W C:) .= T_ M ^ a C ° m W S T *Z 0 CV _� � _ J CD = C:)N � T— T T T f E W M c co h ° Z Z E y c a J � a p JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. C S - �u� .I d. .1- d A IN ■ OWNER'S SUITE 8'-0" CLG. 00 CARPET OS COW I fV 17'-8" `o w TI 60"x36" co S3 (3) 2x4 #2 SPF w/ BERG SS DTT2Z @ BASED FURROUIS TYP @ 1 STORY 5'-11$'1 4'-0" 1 A 1 S3 I I = C71 I I I I FAMILY RM O cf)2:12 VAULTED CLG. 9'-4" CLG. N T CARPET 1 I I nr 1 23'-8" I I I I I I I r` 4'-0" 11'- s I 6-10" "' 4'-7" `f I I - I i 1 -- - - - - - - - - - - - - - - - - PATIO CAFE F__=;-----_--? W VAULT. CLG. , I D.W. I O O to 60 vi to CO CARPET i I N Q J N > 0SINK 3L r _ 1 w/ ISP 18 :3 in i' 21'-2" ZN 2 T- VAU TIREPAlNr.L = r ■ �i� I i CV i ' s - 36v E]PAD H.B. H. 5-SH cP ---- R&S ---- BUILDER TO 1----------- DD 6" DPI -- (D PROVIDE F INE W.H. APPLIANCE 1 01 PROTECTION 1 WHEN REQUIRED 2'-6" W. I. C • PER FBC _ 8'-0" CLG. co 2 CAR GARAGE CARPET °a I T-8" 8'-0" CLG. 20'-0$" I I 2668 I O I 0 HANSON I p BOX @ 36" EDGE OF SLAB 2" I I p A.F.F. BEYOND WALL I O DRYER VENT S3 °r' I Cr THRU ROO I T I N 1 PT. W OPT. D I I Ilx N�II NOTE: FINISHED WALLS TO BE AHU _ I FLUSH. VERIFY IN I I FIELD. TILE K CC -D --- ----- SPF 0 8 8 S3 DTT2Z #2 BASE / S3 G.T. R.A.G.- @ --- 0" R&S 8'-8" I 5068 B.F. OPT. I REF. I I I NT Y 0. w �=W 5-SH 16" DEEP 7' BEDROOM 2 8'-0" CLG. CARPET 25-SH EGRESS O 10'-4" r 3068 TYP j 34 GARAGE I OPENING I I I I I 1 r o) • .. �■�idl■�MENEM ��������� �I��ir� Oro" rJ111111111111�711�IIIIIIIIIC]11111111111�; �4068 : II r`llli2i�`:�� u WE BEDROOM 3 BEDR80M 4 , CARPET CA PET OEM, _ .0`111111111111=001r." !! z W6.- ' SURROUN 25-SH A EGRESS 33 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=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. 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 4 X 251 S.H. 13 20X38j 18JX371 S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 4 X 71 S.H. 11­112 271/4X26 26X25} S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 � X 38 � 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 j X 50 S.H. 25 37 X63 36 X621/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 j 52 J X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 X 62 } S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no 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 from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. 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, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 ( +26.6 / -32.2 HOSSESN SHEET EE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) -��// SCALE: Jq r=1 r-Orr GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED 01 CD Q' /* d crsr �f0 •� _Q a - '. Q To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th 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 E ooa ii J J MNn N pNp LL LL �71 40 di �LL LLLLa0 M N W h M LDc►L Y ZbQv*(va)(� O 0103 L c 19LW �g ix0 o rnca 0om o i E T2ZNMa OF J Z DDO❑ W z(n V09 ^,' W LL +- f6 V i w g ` ` '''�• Q) 0 r-r.r N c IN LU � w o� =o 20 , z0 E ►� o o Z O N rfl °dz w Z LO (� mi O zJj7 W�LL S_ 7 8 � U 3� o �5 �o co > d' 10 AL`J W O .' CM Q O CL m � � 2 T 0) V N E M Z M E p iri a. O 0 _j Q p JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES MEDICINE CABINET 00 14, OQ '; O � N M I M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN L: j z O M Q fV F. OPT. REF. Q �0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD %z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL �- SHWR. o VALVES w = O 00 = io ' SOAP Zo o DISH4 j 00 r D iID 0 0 _ co Ch M Q TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN Q 60 4 M i I� n OWNER'S BATH BATH 2 O F- 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 0 00 U- r LO a C° 0 2x 00 FRAMING '— C) GO 1 /2" GYP C'? BOARD - -1 FIN. FLR. SHELVING V-2" CABINETS - r CV) 04 N CN FIN. FLR. _ ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" �",.�own, � � _cc h,L oQ•s� a 2 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a oo� 8 fPi `cPi OR N J J M -1 M > c LL W y d a ° Y z _ Qyrn W.9 I 0 20.9, W � Q0 UmWmorr--`O z 9- NQrNiz i z ° ❑❑❑❑ W N Z Z Z Q Nvv �� Cl Lu Lu N o �e=0� '__j 8 aR �RR O os Z CL O E °a �p a w� C SS (YrJ,t mm � LL zco J � cw7 ai g z a ow W T s 0M � T 14 (D ^L, W O •� M CL C CO f-- CO = I� 2 O —j N r r T T- E z(Yi M y o z O coE a; c 0- 1 U Q pre JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 2 M Z-0" HEEL T.O.M. - - HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U: 00 io (TYP.) 12 5� 1" x 9" SMOOTH TEXTURED FREEZE BAND I F.FL.------- l�T__= - 8"x8" SMOOTH TEXTURES CORBELS +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. — — SPECIFICATIONS 1' 0" -- --------------------------- ININININININI W_ FRONT ELEVATION - B1. 12 �5 T-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. I HDR HGT. -----------•--------------------------------------------------------------------------------------------------------------------------------- LEFT ELEVATION - B1 SCALE: 1 /4'r=1 r-0'r TEXTURED C CEMENTICIOUS o? 0o FINISH ON C.M.U. Fb (TYP.) - - - F.FL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • 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. 1 111111111111//1 j .��•.. •.,, o ` % V i z VJ . O F E S S�0``������� /�j�,rl�ltlii111111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW- Q o $$ D m U O MN'NN J J ON LL� 0 ::M°'y �LL �2 maw LLLLa VL p� 52 > S W LLl Q Z ��°' 0�o d' W tp 9 mo�� mm_Q W Z IL 2E co A _< N p N Q M Z 66 U� J 2 z 0000 W ZM N C7 Z Cl) t1 N N _ M z C1 � C9 u_ w o 0 < O W w t— ' UJ U e Q � o s� W M M m zo z LL zo ouzo >o a � E z oa H � D 00 N fd i �o a o m 0 ��•, N �m gW >ri Z i ` 8 °z W � 3 wLL N� yLL Z F o v V- w- C °M iu rn e`o L 1° O O W 2 N T O n N T .i. dR' T co CM o z OC E y Ca C a. U J Q O J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 3.1 AA k - >a _;_.�'.LAIIIAWIJ_ i-- .. ­ -id — I i JJJJ kw& , _a.i r — , i _ At .. t. - - — A c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T n rul_ I' -0" _ 12 5� 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION — B1 SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) T.O.M. HDR HGT. 11-0" 1'-0" -- —------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------------------------- — —-------- 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" TEXTURED ap (TYP.) CEMENTICIOUS &p FINISH ON C.M.U. (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — B1 rr =1 r-Orr 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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • 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. W N J • 0� Q CO Q- to V1///011IE1111 \�o���`\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drewing pages bearing Engineer's signature and seal. a N I E o 8 tO 00 0 Lo O 9 N LL Ili NM J *k W W 0 tlt =LL LLLL ay of a w ai�ji aaU,0 = 000) 0 0: CM 8 It oo of c ¢ o o Z CLW Nam' a�3 z ° d DOS❑ Z C-4 M Z My d O Wv) W _ M /z/n V LL V W RR � Q OW (A N � c E ® � o _U m 0 _ M y w z gyppy.. Q C cdE CL S2 Z O Z E dN O E °d i UO o� W i N i o o ¢ '' w � C'0 222d 0 W Z (1) k%J J N ap ��° 8 3z ] U az W ii 3 .2 aLL �G o CD �w co $la c> 3 0M � hi m o � ^L' W .' ir >6. M .-. W 2 r Np ■ O J C°D N Lsn r T � r o E Z coM E E rn Z M a E 0 3 a o JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 3.2 � Iyl7ll��#��lA41 r� � n IA+[N ll I �'14r1 VARIES 1'-10" 1 CAP CAP 2" 2" *NOTE: 1" - N N FOAM TO BE USED 1" RADIUS ih ONLY WHEN ^ 1/2" RADIUS =ro REQUIRED BY 3 1/2" RADIUS COMMUNITY ~� 1'-5 " N 00 a SPECS. IF NOT, N 3/4" RADIUS a a � ro CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" t' BUILTW/STUCCO. 1° 1" 1/2" RADIUS 111 1" N EDGE OF 1" 4" VARIES 1• OPENING VARIES 11 /11 c 22" VARIES M 12" VARIES 111 1'-4 111 N SIN 1" 11_011 r 1 1/2" RADIUS 4„ 4211 211 4" 2 1/2" RADIUS 4 in r Ci ck —Al ZD A� W VARIES 12" " 11" 321" N f11 111 111 �N 3" �" � 111 BASE � BASE a" 11_pll Tv 111 111 �11 4 . N 1'-0" 4" N ti N N _ 1�' o *NOTE: VARIES 8" 2" FOAM TO BE USED _ 311 ONLY WHEN REQUIRED BY d r 1'-6" � COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2"1� �N 1" 1'-4" �ro DETAIL TO BE 2" 2" 01 BUILT W/ STUCCO. 2a1 LU c EDGE OF „ki, � OPENING r m 1-1/2" THICK 1-1 /2" THICK To the best of the Engineers knowledge, ZV the structural plans and specifications contained within these b g' g•, information and belief, Residential 6th Edition. Engineers signature and seal is only for � I 4^ I 1 O" the �nictural enngs gineering � with � 2017 Florida Building �s bearing Engineers signature and seal. 1011 6" g' ng portions of the drawing N M �4■ � IW- E tD 31 O c r Q O 8 N N _ M N N *D i! r LO r e r l uj O b' ai Lo 7 rL LL WQ, rL I y th W' W O Z v �° rn zz O m" 6" 3 ATd Xm° 2" 2" 211 N Q Q �,� Z N o � o L o i N a Ln M z U 0 z Wv ❑❑❑❑ m 1-1/2" THICK " r r� 24" _ z N (� Z 2'-4" Z ? ro 5211 11-511 ■ 7" 411 a �I�Ir N O � I I W N11�11 311 N z rllry in N =INLL Cz W c b •u p 12" VARIES 4" f" 1^ = VARIES Q L. 3 fn 2 11 _U _ 8 c • VARIES VARIES c e. 4" 8■ ca 42 `� M z z E 6" 4" KEYSTONE F11 0 ■ h J Z --------- , CI6 KEYSTONE F11 00 u = a N iv �10 OPTIONAL r OPTIONAL a E Mx i c = m08 z ❑ d U iG+ `° 2 4 CO = R4 �» = 3" o E o x Z c ao i R 11 111 = ~ C ° < a 1 311 a= r`p `� wo N ro '< o m j 4" GARAGE DR. OPENING 4" 4 4" WINDOW OPENING 4" m� 8 = NOTE: N z� • INSTALL OVER STONE, TYP. Z w o VARIES • FIN. TO HAVE TRADITIONAL 8 raw LOOK & SMOOTH FINISH W o k y ' • FOAM/ EPS MATERIAL IS LL � ACCEPTED o A Flo a O O x j NOTE: v =�A ° � • HAVE TRADITIONAL LOOK & 1' A11 CO SMOOTH FINISH 14" 1'-s4" 14" 12" 2'-1" B 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54"54" j �• PZn' T-8" I, hi 71 m rn i111 10" 1'-4" 101, r Or t0 � � N � ■ T 00 1 .-. > M J O v N cYi t] L� n N = CV I..i. ^` m CD 0 rl Rsy � N 1; N .-- = O � N � 00 O E ' T_ CY) 0 1 1 i� io • Z O rn ? E �a a U Q p 103 1" R'0' 12" JOB NO: 20-0564 SCALE : AS NOTED N 1'-1" 1" GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 1 • ACRYLIC SAND FINISH cn 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 centered 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 & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. 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 soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 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. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for 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 the 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS t—� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN � WO EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE 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 JE!!3- ELECTRIC PANEL DISCONNECT SWITCH �� ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 11 #14 copper to lights & outlets NEMA t 200 AMP 00 #12 copper to 20 amp cMs 00 #10-2 copper to WH 00 #10-3 copper to Dryer METER MAIN Or 0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground WITH CODE APPROVED 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 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP H.B. GFI DISC. LJCLJIt.JF11 CLJ 1"`CI..Cr 1 F1VLC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH RI Ill I'11=13 ELECTRICAL PLAN - ELEV-131 SCALE:1/4'=V-0" 0 N O N l` N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F Q d 8 g o QQ�,�,�,, 8 A 0 O r N L N LL LL �"W 0):gin� U_ LL J d G. a Nth LL fQ 2' t LL a.a LUY Z0 0 � can) � 19 W = f � Coop o� E°'O7 �Ca Z IL rn N d O NathZ Z U t- < U ❑1 W c� R N Z Z � z g W''z^ V LLn V Q d 0 ,., �N = 2 ' U m LLt E _. Of soy co w CM M J � o . RLl- Z E �� o g o Q 0 H r0 �� a 8 a �w no_ o o Z 0 �: i aKa a 2 �$ W Z w o: 2 w2 ro Cf)C =3- v Z OY y 0 m O Oz Z J b Q W > u� a o Z 0 V =k W 4 '- o y w� w � Mill_o 8o 2Ci rn m m 0 ^L, W CD .) M .>_ O W 2 c O T i O N T E M T T M o z" C O E " C c°� a o JOB NO : 20-0564 SCALE : AS NOTED SHEET NO. 4 No ,\11111111PI6/��j�, �� �•• OF �= o Q' � : Pr • To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N IW- o�g8 O 11 AI N D j M N C 0 O `a J e 00 LL J .�M0, W U. CaC a' ii a w w � C � 0�o c cc IN'm o�CO p a: 22 Z � N p� LL W M E O1 O1 J o a 0 co �„aMz �03 W � C z C-4" J fn d O (nv) V z U `o C1 /r�Lpl, � V W N O Q •O .� JL W HJift to o N o � � U m ' W & o g I _® o W M. M LD i Z LA- d O w o So >g, aR zo E: U moo =O ¢ 0¢1 Z O C o � N L8 �a np °ate auJ ro i5 C dim m0 0 <z Cn W aw z rp rq g' o W a Yw o NLL �< }o co °zlgw r1t � 3 �M � m 1° wL Q ■� > M CL m Cca CO C � Q ^ Liz T .L O ( N T E T f c T CV) co z z :3 E Q d O V J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 5 k WL_Ai_ ;II WIdWIYI .l�,L1YmJ11>lY�lll■�L�11 �luv�L� l�l�l �- -,11 111 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 5'-7g" 6'-4j" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2 " 7'-1 " 1'-4" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY U.N.O. 3'_0w z S3 LU H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ iio _ �-----------I—• --- —; ° -- ° ---------�-: — -- BUILDER TO +-- -------I (2) #5 REBAR 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O I I PROTECTION WHEN REQUIR D I ■ I I:; PER FBC 35'--4" 20'-6" 3-1/2" MIN 3000 PSI CONC. o, I SLAB FOR HERNANDO I iv ;n ( COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-10" VAPOR BARRIER . EDGE OF SLAB 2" - ■ • CJ ; ; 'GJ' : BEYOND WALL CJ I o) — "? 5'-3" V-10" 3'-6" 7 ih O r� (2) #5 REBAR VERTICALS w/ in I — J I r. O : : `* PT• I OPT. D 31/2" I I ' FILLED CELL „ „ „ C, 2 -6 x2 -6 X1-0 FTG W/ (3) #5 E.W. S3 : _ _ �._ _._ _.� — _ 3'-5" SLOPE I 7'-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I I • . AHU I I TICALS / In I W/ (3) #5'S E.W. TYP 1 STORY U.N.O. S3 I C' : :/ K 33 CC S3 FILLED CELL I - r CJ CJ I, — — - .. - _ I / / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ■ T a, 2'-6")2'4'X1'-0" FTG 5'-3" / W/ (3) #5 E.W. _ Po I 4„ I L 2 REBAR () #5 INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM �' / I / / �� PROVIDE Y2" x 9" 'r' RECESS FOR FRT. DOOR- SLOPE S3 - VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB i i' HVAC CHASE T BE 4 " 4'-0 4 -4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN / i' BASED ON 0'-0" BELOW INNiRPAVER ■ ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED I / i' LOCATION I ... ' ....... W/ 25" EXT. ABOVE SLAB "GRADE 40 / i' :::: ::: ::::::::.. ISTEEL"-----,-----� 4'-0" 16'-10" • •12'-10" o :: :: CO STEPS AS PROVIDE 1 Y2' RECESS / / I I v `r REQUIRED PER FIELD FOR SGD. REFER TO / MASON'S SLOPE FOR / KITCHEN ISLAND LOW WALLS OPT' 1Cj: t 10-lad" CONDITIONS / / WIDTH / � CJ------ — — — — — — � CJ REF. J-- CJ CJ •�i � 1 ■ �� — CHASE TO IS D I I •�• ° I I 1 � I TYP 1 STORY U.N.O. N S3 I I I D.W. I I I ' : :. I{ t A -1 7 v o I / I LL _—_ J— — — I :: I 14 :: I Ij ao S3 LO ) I / SINK / DISP { t CV)I 3 1/2" � 11 I 0'_p 1 0.-0" L — / ;' 16'-0" 2'-94" 6'-10" ..... I :: :: I ■ t 4 _ o M 0 L--------- I ---- --->_•—•I-- --------- .---------I-- -------------J i H.B.; 4" 3' in 6101 TYP @ 1 STORY U.N.O. A S3 A "I 2'-10 dr" 1 5'-1 FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=1'-0" 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: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i I i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o 8 CID C" N n U. U. N di 4 a 7 W � LL N' M W M aim tL0 W O 'C z N O �' 2 cr00 W W L = r 'm o 2 E 9 co J o cL 0 O>O dQ5Lo '�N - NaMz ��3 ° z ❑❑❑❑ W n �`�`.R v v fV M z g v N zC1v cD U 0 OV) '-'-' g ¢ w cl-_ '1'�• �N0 =31 w = o U Q a 0 o M M J �W O z Q Q O E E: 8a 55 Uj z0 o 4' Z E O N ra O oa �p U wz i ao �� m0 Z C J iU Qb 2 2zZz W 3 � H U J ° az yLL m g�+ is �M —7 � L `6 O .-. .� ' Ir- r c o O CVo ai 2T � CV �_ N Lo 1"' c M T r E M z M E O y z M a U _ a o -1 JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 6 I. i�:1 119+I[AlLat 1AL--=........ 6. s_... - - Ai _[1 1 i - -- - - - . 41 . - - 1".,..L. 44-� s *- i :u I i Inn+ i :w 11 1 1 - UPLIFT CONNECTION CROSS-REFERENCE IARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2* B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 1 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8"ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 1 5l8" ANCH. / (26)1061-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 -- 20)16d x 3-1/2" 0 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 MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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 LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 20)10d 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-0" 0 W ti *� • 'G _' h OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within fhese drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �_ 8 N it V M N 0 �r,a LL LL ae w � M u LL 6a y v1 > �LL LU j a a'aa, O he "j m u? 0 OF rY .0 0 W 0 Earn a o _' NQMZLL a ix U F Z U ❑❑❑❑ W Z N t0 Q J a 8 t/1 z � ■ W v — .W 0 w r- U1 c E 02 v) Is8 ® _ 0 m CID Cl)V3 M W z J ILL- d 8 w SZ � E Z0 oa E f6 O E N o X U 04 p °8 WSp p U a yd. < o m 0 Z 10r 10 cu SSY(.� NO >� U aZ W c) o Flo o 3 1M d L 0 >� C:) .= TT M a C m CO F— a)Nftmooe = t\ T� 04 � (,CotN T O T- E T M T 2 Z c E O H E � E :3 m c d U -j Q p JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 7 m 51 E� t !`/iVAI •'•• N �,N v :G y� F k-O AR 0 t j� $ S %0xk To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F, Q Q et• E pg $ O O pl N N it C N N yC m u-LL M r t71 LL �22 LL -Lid 1 ' M w N Z N 0 OF W W C cc Q 7 m or a T LL Z co O> .� co O it y N a co U J ° Z ❑00� W c9 co In Z N z Z Q Cq d N N co Z -Ut s U w o a 0 W ILA V) � c M ~ O U 00 LU U o Q Q R M o W LA - kE w go o ti 3p Q E U O fCa w oa UO Z N r0 1~ °d O� w Z _ o �i N C gE z Q) J `b �Z a g� ? W 3 0 Nw O CC) as �O $la $ 3 M ` > d' DC t T O .) > M CL C m CO 0 04 V •— J ^ LO O (Rot N r E T M T f CV) Z z O E N w ` d U J Q 0 J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. 8 .1 iIIJb d. - - .-AI 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 SURE TREATED WOODS S AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 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 WATERS 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, ITEM 6, 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, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR 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, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH 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 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), 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 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C4-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-13 CONCRETE NOT EXPOSED 1 GROUT FILLED MASONRY: " 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-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 C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 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. 0 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 1-2007, 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- 7l8" 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 Ks! 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 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED - 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg �all risers and spray heads shall not be installed wrllthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - 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 sal after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - ncrete okterpo and mortar along the foundation perimeter must be removed before extenor sotreatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE NTRA T CO C ORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ��rrrr�r It't rrr� " Q 0., o I .��-.F 4-0 moll To the test of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E papo O O N # C101 J J V MN � iD LL LL 0)�LL�'� LLLLaa W at �M w ai p ai a w a o Z 0�o J. m o c W `Ern Jo �go L Z O� N p Q. Qp rA N Q M Z W Q M 131 N z a U c Tra Uj u � Tt• - 0 c to 0 U 0 Q O co� Ch z� W 2 J `Ei Eo o i z C o � < z® v F- U w� 0° o Z _ O E O N � a 8 °dz o ¢ Wz CC N _ c U do M0 >4 Z N J 2 ab Q Zg,z a WA SSSC $ K z av_� w J w P v z a $3 �M � ui rn m cc ^L' W O ■> (1) T M O C m co cc 0.) O T E c T M co Z z E E E �' �? a U 0 Q p JOB NO : 20-0564 SCALE : AS NOTED SHEET NO. SN al ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL �\ STD. 900 HOOK BOND BEAM RIDGE LINE 11 J m + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + -0" (TYP.) 6'-0" + 6'-0" + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /++ ++ + + + + + ++ + + + + + + + + + + + ro + + + + + + + + + + + + + + ++ + ++++++++ + cs' SIMPSON MGT t w/ (22)10d —� I I ,,,,, TUi cr STD. 90° -� CONT. #5 I NAILS TYPI I I �-GIRDER TRUSS- I �\ Uvlv I .a HOOK I II (� bHn LX I UP F'LA It: BAR Uu 5/81 #5 CONT. THRU FROM BOLT 15/32" CDX FOUNDATION PLYWOOD OR 7/16" OSB TO HIGHEST BOND BEAM BOND BEAM STEP 2 X B.U.0 — _J RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. SIMPSON MGT w/ (22)10d a 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON HETA20 / HETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION MID SPAN @ 21NCH NAIL LENGTH 2INCH NAIL LENGTH COLUMN AND FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: CONNECTION TJI TO BE CUT TO ALLOW 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI NOTE: 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. .:'. UPLIFT VALUE 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL OR ""' �' IS BASED ON OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS � LOCATION OF above to bearing below. SECOND H10A SECTION @ INT. BRIG. WALL SIMPSON H10A • ° (WHEN DOUBLE JOIST CONSTRUCTION ;;:::;�: ,• Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000S 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber (Not required if both loaded equally from above) N.T.S. w/ (18) 10d x 1 1/2" REQUIRED) + - NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# 2" max " . }Small gap 1/8"gap 1-1� 4max. i k � 17• 4 i Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. " 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite required when indicated or 4max. Web Stiffener Fastener Schedule Joist Bring Location Series Depth End Intermediate BCI5000s ® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 238d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s®5-16d 3-16d 3-16d n16"' 5-16d 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O 0 6 OF FASTENERS 6 - 6 0 6 0 6 6 6 0 6 O - Hangers with side nailing. 6 6 OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 6 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads o higher than 15001b. m BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING use 3" (10d) nails at 6" o.c. Required on interior walls: -for vertical load transfer Plumbing H ETAL20 INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or 'Non -stacking walls oversquash=20 blocks and beam below Load bearing wall must stack over require additional wall or beam below.* blocking and wall or beam below.* Joist consideration. Check -S When joists meet over wall, provide local building j 1 /16" up to t can avoid offset code for appropriate 1 3/4" minimum bearing for each. u to 3" to avoid PLUMBING LINE details in One 10d box vertical plumbing TOP (2) #5's x 4'-0 lateral load. nail each side 3" max areas=20 of high or=20 sinker CENETERED'@ PIPE PVC OR SCH40 SLEEVE 10 10'-0" at bearing. A/C CHASE 4" PVC PENETRATION TANK -LESS W/H JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL 4 G a v < ° CORNER OF Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist - ° • � ' I HOME H C G blocking panel *Non -stacking walls r� -I q ° 4 ' Squash bkx* 10d nails require additional consideration. oo I I I I - GARAGE SIDE 0 0 0 SECTION INT. BRG. WALL I • (2x4 minimum) FINI GRADE " a - • 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S. _ STUB -OUT FOR 1'-0" o GAS METER 0 1 o Glulam Beam U — — O F. N °x NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST — SEE FND. PLN. KNOCKOUTS) ALLOWED Backer block (12" wide min.) IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails. - — SIZE & REINF. (see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM ' ' .: w • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) .. T 12 BELOW PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch SEE PLAN FOR •. • GRADE ( ) " or drill flanges Joist hanger FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12 OFF -CENTER g ' °• ❑to STEM FOUNDATION GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ** ** " A 1Y" ROUND HOLE MAY " O NOT CUT HOLES GRADE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY 6 BE CUT ANYWHERE IN 6 6 Filler block. REINF. SEE PLAN CENETERED @PIPE THE WEB. PROVIDE AT CANTILEVER LARGER THAN 1Yz" Nail with PENETRATION PLUMBING LINE ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE ° CANTILEVERS. Backer block required where to q ° � 4 FROM OTHER HOLES p n a V MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1YzInstall tight to top flange. " mount hanger load exceeds 250 lbs. < T : a'° ° —� 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 8 V-0" 1'1" 1'-2" V-2" V-3" 1'-3" 1'4" 1'-11w 2'-4- 2!-9w 3'-2- 3.-7- Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'41" 3'-7" 44'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-l" 1'-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'4' 6'4" 7' 2" 20 1'-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'41" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" 1'-3" 2'-5" W-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10 =9" 1/4"-2" gap I • IF.. • • a - ° i SEE FND. PLN. Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb sti. . ffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENETERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION FIf PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYPFNDPENETRATIONS MEMBER CONDITIONS. requirements a TV, [41 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. A ° ev THE LARGEST HOLE. 0.6 X Joist • O 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth _ — a : ' G . a 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER — ° ° UP OR DOWN. -R — 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE & REINF. N.T.S. \10���113i1fOttt Pp,�t `motNN °°.... NS E ° o • ° ° Cd 0 °. �s OFESS\ �� "Pot t I I I It%%1 A\\\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q u� E �p Co N N ik 0 0 g N p,N S °Np LL LL de l ID LL" LL a a - a N-.1W . N�ii (Lii �O Z vrn°' z° g �:? mmoo W 2 E T J in LL v Mz ¢O� N ¢ Z O U 131300 W z C z � J d 04 N CD z QD �CJ o O e w � N c E r.t Q 14 W M M o i a LL- za s >Q aN Q o E v E H � oZ = �� �® OOU Z O E N �a ay 1 QZ w0 0¢ K wZ W�� �o gw z_p �v J 'm<w a z to N 3 $� WU W >S i 3 �i; a mw �G �j• _! C)aF yw =� �F i0 co 0a �M 0 = > cj- rn m L 10 C) ,� > M .-. m— CO 76 a Mgt■� N Q T E T co M r Z z E E t6 a U Q p JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. SN 1 C> I 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 GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (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. HGT. FOR WALL HGT. s 8'-6". 2 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 2x #2 SPF STUDS ( ) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS X SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 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. F. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & •c SLAB & BLOCKETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" @ 6" MAX FROM END OF 2 x PLATE 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS (2) #5 CONT. ON 3" fir" r 2"°x3116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 ° ° ,� x6W1.4xW1.4 6x6W1.4xW1.4 (2) LAYERS TYPE I OR TYPE II ° ° A.F.F. O.C.) 2 ATTACHMENTS 2 WWF OR FIBERMESH \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT 0° . a c ° ° 4 °31/2"MIN. 3112"MIN. I FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. e ° ° ° ° ° ° °° ° ` ° ° ° ° ° ° ° ° \4- ° ELEV. -0'-31/2" o REQUIREMENTS SEE R905. ° ° ° ° ° 2x4 CONT. ° ° ° A.F.F. O —R�- PRE ENGINEERED WOOD ° s 1/2"(min.}- 4" ° ) -4- TRUSS (min. - 4 TRUSS @ 24" O.C. U.N.O. _ _ ° I ° ° a ° ° ° ° ° `C" °° ;0 *** ° 4 �- 12 HURRICANE ANCHOR @ EACH T- — ° ° ° ° ° 31/2"(min. -4" TRUSS (SEE UPLIFT SCHED.) W/ 8 - - GARAGE DEPTH VARIES 31/2"(min.) - 4"= 1 VARIES ° —7 METAL PL. UNDER EA. TRUSS ° ° ° ° ° MOISTURE BARRIER ° g (2) #5 CONT. 4" 1'.4" 8° (2) #5 CONT. 4�� �� 8"- INSU ION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. . 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ------"ALUMINUM DRIP STRENGTH CEILING EDGE ° BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?del- s GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C �lwM 2x STUD @ \ MAN 03 SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ J (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. s 8'-6". (2) ROWS 8"x8"X16" KNOCK-0UT NOTE: BLOCK N CONT. 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER 1"x P.T. STUD () @ SEE SECTION CIS3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o e „ „ „ „o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8 x6 J BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 NAILER 8" C.M.U. TYPICAL BOLT INFO. „ " PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. 24" O.C. VERT. OR @ (IF NO UP LIFT ON @ 2x P.T. PLATE W/ 7"EMBEDMENT MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 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 TYPE "S" MORTAR (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] � *SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR ¢ END OF 2" x PLATE WWF OR FIBERMESH r = 2x P.T. PLATE v ARCHITECTURAL NP c PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE ;� ° ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a r ° ° (1) #5 VERT. IN FILL MONO OR STEMWALL i ; o FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] Cl) D r 4 1/2" GYPSUM WALLBOARD 2 g e CELLS (SEE FOOTING MONO SHOWN o = w ° U.N.O. `� D _ °O 6 MIL VAPOR BARRIER R ° ° °i? R 1 7/8 w _ _ FOUNDATION PLAN FOR CLARITY °. r „ rn _ FOR LOCATIONS) o p P ° 0 1=111=1 I M I 1=I 11=1 11=� — _ �_ z #5 REINFORCING BAR — 1x4 P.T. BASE NAILER " p ° I 1 —1 I I-1 I I —I I I-1 1 I —I 1 I= ? ° ' #5 LAP SPLICE (2) #5 CONT. - — 4 x4 INSPECTION � 1=III—III—III— 11-1 I=1 I � � - ^T 31/4" BASEBOARD PORT AT EACH NOTE: g ° ' 111E111-111=III=I I 1=III = ° ON 3"CHAIRS N ° 36" MIN. LAP [36" MIN. LAP] „-r *FOR BEARING WALL —i COMP. SOIL. (COMPACTED TO 8" 1'-4" 8" FILLED CELL TYPICAL I=1 I I=1 I I=II I=1 I I=1 I I i_ o (TYP-) W/ UPLIFT ONLY _ _ _ _ _ _ _ — 95 /o MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB C., AT GARAGE CONTRACTOR I 1=III=1 I=1 I I=1 I-1 1=III=III=1 I I=1 I I=1 I I=1 I I=1 1=III=1 I I=1 I D1557) — — MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I I, ;III lI I I-1 I I=1 I=III-1 I I=III=1 I 1=I 11=III=1 I 1-111 iI I I -I � 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE —III-1 I I_-1 =„I I II II I II II I „I I I III III I I I_ I #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION ("D� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG WlAXW1.4 WWF OR DECO FINISH 4" to 6" "_ r " „_ , "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. S3 M • ; I 6x6W1.4xW1.4 11/2"RECESS FOR IE 6x6W1.4xW1.4 co 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 6 MIL VAPOR ° i min. 4" 10d NAILS TO TRUSS TOP CHORD FOR SEE ROOF SS LAN S.G.D. (U.N.O.) BARRIER c ; 1 < a a = AT 24" O.C. MAX. A D r = a v GRADE SEE PLAN FOR CONNECTION INFO COMP. SOIL. °O TOP OF BEAM &LAYOUT DESIGN (COMPACTED TO 95% -(1) #5 REBAR w/ OPT. -- ° n MODIFIED PROCTOR E NCLOSURE SEE ROOF PLAN c ° a e n Cj ASTM D1557) _ (2) HTS20 FOR STRUCTURAL r- z (2) #5 REBAR CONT. BEAM SIZE & Q 3" "MIN. CLR. 4 CONNECTION INFO o, � • .. � � • � Is ON 3" CHAIRS TYP. 1-4 (1 STORY) STD. 90 HOOK (SEE • U.N.O. 4" V-8" (2 STORY) DETAIL) MIN. 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" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 314"=1'-0" S3 w ¢ SCHEDULE OPTION #'1 SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x 1/2" GYP. BD. COLUMN �ocArloN w 6x6 P.T. #2 SYP � SLAB INFORMATION. „ HOLD GYP. BD. w 1/2" FROM SLAB W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y2" 01-0" CONT. BEAD SEALANT "_ , DEEP AND 6" BEYOND • . ¢ SCALE: 3/4 -1-0 S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `. INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT a.. „ SEE DETAIL 16/D1 FOR MASONRY WALL AND PAVERS /DRIVEWAY � •d. -31/2 w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL CONCRETE SLAB 14 O.H.D. RECESS = 13 O.H.D. RECESS E •� GARAGE ATTACHMENTS & 18/D1 0'C' PAD FOOTING PAVERS ? FOR COLUMN TO BEAM 8 MASONRY WALL EXTEND FILL c_ '- CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS TRIM PER PLAN CELLS I I I... - . . 71/' W/ DRYWALL SCREWS 8-O.C. TO FOUNDATION PAD EMBEDMENT @ 12" O.C. @ MAT REINFORCING. ' ' ' � •' '.% '� ; . ••' .. ' '. � STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, i•� `� • ' _ C" _ •�:. `' •r PLATE TO CONCRETE „ ON FLOOR PLAN �.% : CONT. FOOTING STEEL r = SIZE VARIES PER PLAN r, ° :. ` `t (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS co z GRAD a ° a" ---- —j oQ 4" co TENSION 120#) CONCRETE SLAB € �•, FILLED SOLID (SEE PLAN FOR - t:. r •, ::'� T - c T WW OR FIBERMESH w -1 - � SIZE AND REINFORCEMENT) c� � =III M z W o—III—I =1—I 1 1=1 1 1=1 w ^ < ' BRICK PAVERS or SLAB PER o o i I I I I a Q— I I=1 I I=1 I I-, = z z _ _ COMMUNITY SPECS (0 _ � 6 MIL VAPOR 0'-0" FIN. FLR.A SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 I 1 =III= ill=III I I =III= FOOTING c _ _ rr� �T BARRIER II 111—III—III—III—II III=III—III_ c, FOR REINF, INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE I ( I-1 I —III—III—III I I . ,111-1 I 1 BEYOND 1' " (1 STORY) / 1'$" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) TT ti PAD REINFORCEMENT 3" MIN. CLEARANCE ' ^ ' " „ " y••y :� .'•'• SEE FOUNDATION SEE SCHEDULE)FOOTING WIDTH 1 8 (2 STOR) 1-8 (2 ST RY) 4 4 ( �� i� . -�. ' CONC. PAD INFO. 'r SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SCALE:314•= V-D ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. S3 SCALE: N.T.S. S3 \iiilill �l�/// I '0 '0' N�f ro d Kr� O �. �0 �4 F L%j .� \` EESS%OXk To the best of the Engineer's knowledge, information and belief, the structural pans and specifications contained within time drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. E o � — c`Pi r+�j N N C-� Co LL LL S, V d) Le-*,.aa LL N w LL N y rLLq&a c� a a g 0 Z 0 vCL y1 MZ 2, 0, OC W Z IL � -4 ° i E rn < cc G 0 N O d' N C14 A5 P W U ❑❑❑❑ z J o' 8 M V) _ z 5 rL �U 0 U1 ,., V) ZD 85 CID M w LL i o o0 zM <F a 0 Q O E � r!� wo Z N �4 !o <om2 QR �Z Cn ` C ~� Z J�Z W g�z oLL 1111111' c0 Y a `d' zla c�i 3 M � rn IL 10 C:) •� ; M .-. C mco CO T � � O T J T lr E z E M r' a C W O E '0 .�.. IS cc C a v a JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. S3 (MONO) v m iv tr x 0 0 9 N S m m Off d 0 0 0 J 0 i c 0 3 a N N E O y� J c� ZO � CS a a I Y LZ N N 0 a N N (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL �P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8° 7 5/8" 8° 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS WI TOTAL 2x DEAD WOOD MID FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL @ DRYWALL NAILS LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE MIN. EXTENSION FROM EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ STEEL AND GROUT CRICKET AS REQUIRED EVENLY WALL IS 1 1/2 MAXIMUM PLATE INTERIOR FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 21/4" 16�NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CL DOOR OPENING DOOR OPENING BLOCKING W/ 2-16d TOE NAILS TO DRAIN DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING @EACH END —I FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ aBOUNDARIES COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR 6" O/C EDGES & 8" BLOCKING ) LU TO BLOCKING rW� WALL ❑ ❑ O/C FIELD z a (2) 2x HEADER WALL CLEAN -OUT r 2x TOP PLATE PER PLAN S4Fol 2X4 PT STUDS @ 16" O.C. 2-16d NAILS 24" O.C. OR SCALE: N.T.S.Elk 1\ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS =__ = CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 wl 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN 2 x 6 (MIN.) FRAME ROOF TRUSS SEE A/S3 FOR 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT D MOISTURE BARRIER STAGGERED FROM BOT. UPLIFT CONNECTOR PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT (SEE SCHEDULE) ° 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- (Np) SEE ELEV. TRUSSES @ ER VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL ,J (SEE SCHEDULE) BLOCK W/ (1) #5 ] FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2 4 SPF 42 FOR CONCRETE PLACEMENT / 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 X 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 I STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ■111 '!!NJ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O"WIDE (U.N.O. ON VERTICAL SEE FDN. PLAN O. LOCATION 1►1•■ mill I�IL ----'I" TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" _ NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° WALL a ° THAN 50 /o OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° a DOOR STOP PSPN516Z w/ (12)16d NAILS P.L. 1.8E Fb=2400 PSI AS PER PLANS ( ) 71„ ° MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 °e ° • HTT4 w/ (18)10d NAILS (3610# SPF) 58" 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • • HTT5 w/ (26)10d NAILS (4670# SPF) — DOOR • ' . SPLICE STAGGERED 8 ° • • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) • . °o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) J-BOLT • 7 o • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) 41 rMNI J • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 34" BRACKET G " O� 10d @ 8O/C ST • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) — :r qNC� • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" lulp EMBEDMENT w/ WASHER & NUT DOOR TRACK ATTACH ALL EXT(E)1RIOR STUDS C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 10,E 6 3/4" W/MOUNTING ANGLE AILS W/ TOP NUT A.T.R.MIN. 8" EMBEDMENT w/ WASHER & _ PLATE NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HUMUSE 7/8 DIA. x 12 EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURERPLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT . FASTENED TO TRUSSES WITH 8d COMMON Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD E • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C _ _ _ NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT EDGES & 8" O/C FIELD _ _ _ PORT @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCKrK TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE (2S4) SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. S4SCALE: NTS 2x P.T. PLATE OOF TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" 0/C MAX 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT SIMPSON SIMPSON C W/ 8"EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) O SIMPSON REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. L+ A KNEE WALL ABOVE MASONRY WALL DETAIL rF �7•i� SCALE: N.T.S. S4 " HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 I ki y rF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4 FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION P•T• SEE SECTION AA/S1 FORM CONCRETE INSET TO PLATE AND BB/S1 FOR Zc 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE "HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 • K.J SEE FLOOR PLAN NOTES FOR SIMPSON SP4 -BOLTS @ 24" O.C. 5000NOTC& W/(1) SIMPSON SIMPSON w T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED r / o SFFp 00� LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED �N @ 12" 0/C EACH FACE OR 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO ° MASONRY WALL RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED ° 2x4 (NOM.) FOR WATER SHED. @ 12" O/C FOR 2"xl0" OR ° 2X8 P.T. BOTTOM P TE 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d I I N Ip TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" 7' BOLT @ 24" O.C. MAX. B SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA (2) 2x HEADER SEE PLAN SIMPSON C MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: SP4 SP2 SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) MOUNTING BASE SHOWN 10d NAILS @ 4" 10d NAILS FOR CLARITY SEE DETAIL IN POSITION FOR 2x8 WALL) 12d TOENAILS @ 6" O.C. K/S4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" BOX ONLY HEADER • EXTERIOR HEADERS: STAGGERED A STAGGERED SEAT FOR BLOCK IS POURED (1) 2x SILL PLATE W/ (2) c C TRANSOM FRAMING BEYOND. 2x6 MOUNTING BASE SCALE: N.T.S. 0/C TYP. NAILED INTO IN PLACE CONCRETE 12d TOENAILS • OPENING LARGER THAN 4 FT: PLYWOOD FASTENED TO TRUSSES GARAGE FLOOR SLAB � 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x TRANSOM TROWEL FINISH SEE CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES c E SHEATHING SLOPE FORWARDo GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD FOR DRAINAGE GARAGE FLOOR CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL oS4 B TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON 00 SIMPSON HTT4 TYP. SP1 (USE SP6 FOR 2x6 WALL, USE PLYWOOD Op OR SP8 FOR 2x8 WALL) U.N.O. SEE N/S4 SIMPSON 4PSON . SIMPSON SP2 w/ (12)10d NAILS MASONRY SHEATHING MOUNTING BASE DETAIL FN�NG "" HOLD DOWN RECESS SIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° NOT REQUIRED @ PLATE) s < < a P.T. BOT. PLATE BEARING WALLS NOTED ° ° a ALTERNATE: DIMENSIONS TO BE 2" AB SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM AB OVE FINISHED MOUNTING B E WITHOUT UPLIFT ° 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE 2X8 P.T. BOTTOM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE MIN. 6"INTO BOND BEAM P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL QOD @ E O.C. GARAGE ENTRY FINISHED MASONRY DETAIL FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTSO.C.MAX.SCALE: N.T.S. S4 �° 24" OMAXSCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) ��11111111111111011 NIV- (j �, •: 4 ;in : 0 �O emote P?' SIOt ��itt111H11\`�0,\` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential lath Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E g 8 N N it M N LL A LL LL a a (pt Y Z t Z ~ F-n aoS i°- oC W . mmo H E T J o� 0 UmZ N 9 0)ZCi V 0 J 115 06 ❑OO❑ W 0 z z� J MM d O N �4-JLU z U L N G0 W w �- N � 2 '— U 00 w t- 0 8 Q —0 S� M o Q E E E ° �o 3� > 90 w000 CU is _ O E a�a� XU a p 7J O ¢ Z N wCD o ao ¢� w L. • f0 CO C U mf O Z oz z J � am w g� W TWO a z W C�. 3 (jo ww NLL mw �z IIIIIIIIII' CD< Z F �O x 6 ila V �M > d" � ui 0 W ' C) "- TT i••� > C) CL C T C) O 04 d) N T O 4 N TT i T E T co T T M Z m m E C) �' c`o a U J Q J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 2"x4• 10d x 1 12" AT EA. 1 12' AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12 AT EA. SEE STRUCTURAL NOTES OUTLOOKER I () „ ( ) SHEATHING DETAIL OUTLOOKER SP6 FOR 2 6 WALL USE 1 @ 24" O.C. TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF 45° t r4"M NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL TOP CORD BLOCKING 45°t AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING 177 2X4 CONT"L" BRACE DETAIL TOP CORD BLOCKING TRUSSES @ H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 72X4ICKER OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. " 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF48"O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)EN TOE NAILS @ O/C 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' LENGTH (SEE TABLE) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"' THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL „ " NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S`CJ SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS x 2) SEE STRUCTURAL NOTES 10d x 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT F STEN APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 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/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'7" ON TOP OF PANEL 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL @ ON SHEET S5 FOR OUTLOOKER 24" 0/C ON SHEET AND TOP • NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° ;0 ;0 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;o cc APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS � GABLE TRUSS ATTACHED 2 -16d 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED 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 W/ 10d NAILS @ 6" O.C. FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 2x4'T' ON TOP OF PANEL SPACE AS SHOWN FOR 3-PLY OF THE LAST LAMINATION ( ) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-0" S5 j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 5EE PLAN FOR 10dx3" O/C OCATIONS) TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT /— CONTINUOUS BOTTOM CORD BRACING 2x4"MIN. SEE M/S5 CROSS BRACING DETAIL rj-�� SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT i • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB --/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/7 SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS '—CONT. BEARING "'" % '" GABLE END BRACING DETAIL SCALE:3/4"=l'-W MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. Cr LU cr a ✓,9 O� Y CORNER JACK v tY w Mz rr 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION i Ituur '?)Ro WN • .ti J C3 O 0F E SSION � �Lsd/l11111111�����` To the best of the Engineers knowledge, information and belief, the stnretural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the stnictural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E ^ N it v O O p8 a � �Np 1� N C �r1 N LL LL CO)CD 0) �s2s. LL -,-0, a a LL N y fh 5 l!J W c ii 55 a 0. Y Z n�� 1.08 ��g moo W W m o r.- In Earn J c cL LL Z Qo N M Z Z ° U ❑❑❑❑ W Z N Q z J d N �� U rL 4-J V u-j. i W C) OL. U_ 0Lu ,'® ° T S 0 co M w M J ILL. EK =o u�a oo =® O E U o � ww 0 o E N E �o w$ �a 0� ¢� C _ C mo mo Oz r= J �a �Z O) N g a0 W 8- aLL IIIIIIIII N 2 � H a� 00 3 .2M > d' � rn B t0 � ^L' W ■> C m 0 F- a)_ T V N (To-r' ■� = O J v N r- T r M C� o Z cC� O z 0- E ci 0 r a o JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALLDOOR INSTALLTION JAMB (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX PROPER INSTALLATION 8„UNACCEPTABLE DO NOT DO THIS#110 2"x BOT. PLATE W/ (2)10d @ 6" o.c. k[-11 FOR CONN APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR P, ' (n') 3/4" PLYWOOD DECKING GLUEDAPPROVAL ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"m X 3" LONG FURRING X 3 (2) ROWS 3/16" x 3-1/2° FURRING 72X8 #!5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TA6"0 STAGGERED @ 16" (TYP,) BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FTAPCON ROM ACHIEND w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL `BrD. 90° HOOK (TYP.) STD. 90" ` 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" DOOR JAMB REFER ( 1x4 P.T. TO PRODUCT � METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2' DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 JOIST TYPICAL — J TAPCON 16" O.C. & @ END w/MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ F±2" NOTc FIRST COURSE @ SIMPSON HGAM10KTA @ 12" O.C. EWS 2x P.T. AS REQ D MIN. 2" EDGE DIST. „ (2) ROWS 10dx3 2x8 '' ` INTO BAND JOIST & (4)1R/4'x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL ±5" NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC CELL PER SCALE: N.T.S. FOLED UNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP 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 so SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS �. BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) , 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILSBACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN v 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 WITHIN °' INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 BRACEAPCON 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) 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'/z" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR READ. ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ FR TO TR x 0� NAILS @ 8" O.C. TO TRUSS TOP CHORD HqN r- rr 1 Or, 5r- O MIN. 4" EMBEDMENT AT 16" O.C. + �FNGT/y SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT • r1/4" MAX it 2'-0" 8" TRUSS + SOFFIT + ° . .. , > • #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1'0• D, ` ° . ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► v , ' '� H IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS ► .' ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d .� CHAIR BLOCK ! • NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 MIN. () TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING ' .e •°• • > . SIZE AND REINF. PER PLAN / VERT. BRACES WHEN HGT. OF 12d NAILS BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANYOR 2x4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP O° ENTER SO IT CLEAN FILL ►'� ° z TO BE INSTALLED"01 DIRT UP PLWD. BUCK - "MAX SEE LAN 4'-0BUILT PRECAST LINTEL% .A.• ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90� HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - - �- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �. �. ��. �• ��. �• •1♦ •✓�• Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-B SCALE: N.T.S. MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL Nl SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION. DO NOT ) 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED SIMPSON "SET" t > #5x6' EMBEDDED INTO EXISTING BOND BEAM Cr IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" w/ EPDXY MIN. 6" EMBEDMENT & 0 cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP ° v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o w a A REINFORCING AS FOLLOWS: — a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT , p'. e j g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° U z #5x6' EMBEDDED INTO EXISTING FOOTING , * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. ° n ° N N FILLED CELL DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE e. . > 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 iv \ REMAIN FREE OF MORTAR. : z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. = SCALE: 3/4„-1-0 SCALE: 3/4„= -1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. DNS E •..'N �-,j Cm 0� OF q: Q s - U F t O I O NN r E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenbal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. aE g 8 Q p O N M N � N CO LL CD #a S LL u. -uJ- �71 iii !� a' a Q rn� 52 s W p � c Y Z z� 0cYQ -0004 a: 0 d'm Oro W 2ETE, -12 o LL Z �._�NO p_'pO NQcnZ U 5 F 2 W Ov ❑❑❑❑ c� CN 0 z N z z g a � 8 t/') z U_ U X� C-' ,,, K U � `° O L. Ln c E Ln ZD _o U Co w T Q o M 0 zM L E zo oo s >Q a� O E14 Co (J QQ oa oa w¢ 00 °z Z O E N°do a p <o ¢ Z wZ a ro c U "s of Z Z M J a ° z �° C a $ N W �LL o w 1� _ ' tD is a ;3 LA rn T L m O .� M .-. C m 1 a)= 1 -� c o N = O N Lid r T r r r .. E � M c� o z z c ' E Q m a U J Q p J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. SS "DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON PLAN � SHEATHING Ck OF HIP/RIDGE, TYP.BETWEEN HTS20 w/ (24) 10d x 1 1/2" JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING P' SIMPSON HU46/HUC46 w/ (8) CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP w/ 16d NAILS TO POST & (4) 10d (SEE ROOF PLAN BLOCKING SECT. A -A O.S.B. FLITCH PLATE NAILS TO BEAM FOR TYPE) ° XA TOP @ TRUSS BRIG. U.N.O. ON ROOF SUPPORT COLUMN BUILT-UP FRAME OUT TO BLOCK EDGE PLAN (2) 2x4's OR 4x4 w/ (2) 10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE ° ° TOP CHORD WHEN REQ'D (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TO PREVENT PLYWOOD SPAN FROM EXCEEDING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 MAX 24" SPAN (EITHER RU SSES HIP WALL SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH AT 16„ O.C. SIDE OR BOTH IF REQ'D) G.T TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP W/ 2-16d @ EACH TRUSS WEB BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP, U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 1Od NAILS SIMPSON SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM CENTERED AT 16d INTO HEADER & (6)4) SPLIT TO TIE FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ lOd INTO BEAM -SEE BEAMS TOGETHER ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" N SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE SEE FLOOR PLAN LCONNECTION INFO 7/16" OSB FLITCH PLATE RECI'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER .k COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ 3 16d AT () A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING,. WHEN COLUMN SIZE & SE EACH1T0�RUSS TO NAILER SHEATHIPER SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0 2x4 SPF 2 (2) #7 x 3-1/2" INDICATEDY ON BM. OPTION A SCHEDULE/PLAN CONNECTION O OPTION B OPTION C NAILING GATAACHED O.C. MAXIMUM. WOOD SCREW EACH 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d SEE 2ND FLOOR WALL SECTION NAILS AT CH TUSS INTERSECTION.TRUSS OR SIMPSONFOR CB H2.5A w/ (10) 8d NAILS COMMON B M TO POST ATTACHMENTrA_'N� ADDITIONAL INFORMATION 4. ADD T ONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. B DB FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A CENTER OF POST w/ (4) 16d NAILS TO EA. 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP F AM END OF TRUSS THEN ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. • DIAGONAL 2x8 #2 SPF RIDGE BEAM • AT 8'-0" WOOD SIMPSON LUS26 w/ (8)10d NAILS MAX TRUSS at Af 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANTILEVER IF MTS18 w/ (14) INDICATED LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION (IFPARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 4L SCALE: NTS COMMON B M . ATTACHMENT rl8 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER NAILING SCHEDULE ADDITIONAL OUTLOOKER AILS AT AL EY TRUSS NAILS2x4 SP2 w/ (1210d NAILS T°TOP #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 48,dON 16" O.C. W/ (4) 12d COMMON TRUSSES. � ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAIL S TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE AT BASE SEE J/S6 FORGABL MORE INFO. LOW ROOF/WALL NAILS TO EACH VERTICAL SCHEDULE TRUSS SHEATHING ATTACHEOIL D STUD S D) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES OIL FOR WALL LOCATION 2x4 BASE PLATE 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON w/ 1OdLSTA30 w (22)10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x WOOD WALL SIMPSON MTS12 w/ EACH COMMON 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON h (3) 12d TOENAILS TO 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD TRUSS OR OIL SEE PLAN FOR n PLATE BELOW MASONRY WALL �. 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL :� OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. `° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 1\'j DETAILS & SECTIONS ulrra WN C:' 0'k U • * o � •'• 'E ql. EEO '• ;�/'v/PROFESS,ON\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W pip 8 N at a N J J LoF/{/• O m Cc,-. n I" LL LL : . J W tli Q LL P33 LL u ui M 3 W a'a NCLL 3 G'O Wzo W oo E? Roa Z L LL rnQ �a N0 �' NQcnz U�J z °0 000a W U CLn Z N M Z Q v J r- a 0 � wL.0 � V O w W N N c ' U 00 w F- g E U c 0 M N W 2 a E E o 82 � Z® Q E v C1 a 0. w r 00 o E o� <_�, S a (n C DUy mo Oz Z N J N wain ~ O W sun ° W >. ¢g O a =W V ?& F� O co < �w a� zl°d OV �$ 0 = a; tL L 0 '� O .= T CIO aC CO � an)' in W 2 No O N rr) Lid = O t N r— T -T— Z' (o cM �,; z 0z £ O C a v _j M a Q J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. D1 2I'-II�Al1��1" � I I In1•�'�0l�ll R�A�IO<I�1■Illtf�■IIIIIIIII�II�■■nl�t���r�rrwll�� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIh SHEATHING BY LAPPING DOWN ----, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIF UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN n WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-l" 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF-ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER Q 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT CI ZVI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK Q W m Q Z v SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ,HERED FLASHING """"" I. ril g n g n-+ \/\1/\/\/\/\1//\/\/\/\1/ LU Lu PLASTER STOP - F_ co W CONTINUOUS BACKER - U ROD & SEALANT W W = Cr W Lu W �3: ° A 8 z 0 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved 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 shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a Q 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. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING 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 SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELADHESIVEASSHOSE PAPER TO VM) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish a SELF -ADHERED FLASHING INSIDE CORNER Ground (-�- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 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 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N ti N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Q 0-9 7S8 �m N 0Ol M N0r'_106 y J LJL a�D LL 7_J-� LL LL wa a a ''N"� > mLL tl Y z-0 (D 0X° OC W W f0ag m 0 t- ME_rn mm ° c "Co20 L N Q M Z aU z d� F J ❑❑❑❑ W z N z z g Q v J U to Z s LL � - v o O 0,U) W W YZ as _U 0° .I. U uz W • 0 Q s�o o M W z � a � E E O of Zo w0zQ � >� v m t� H K U W� j O Zw C g E O Q R z N � • o ao m� Z yN C 0 J .0. § Qm p�LL �Z 9 8 o a W �LL Nk CD Z < �§ ;o 0Ia= Q U yM � rn m L 10 O ,� > M CD m r v O Np 0i Q I- = O n �_ r E Z O in Z a. E 0 _ ¢ o I _J JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. W P w A3 FL17244.1 ESR-3455 12/31/2020 A23 vo FL10446.2 ESR-2606 • 12/31/2020 12I31i2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 1?J31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31f2020 12/31/2020 12/31/2020 I2/ ii202o 12( 1/2020 12J31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12J31/2o20 12l31/2020 12/3l/2020 12l31l2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12J31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/3l/2020 12/31/2020 12l31/2020 12131l2020 12131/2020 12/31/2020 12/31i2020 12/31 /2020 Iil31/2020 12J31/2020 12J31/2020 12J31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12J31122020 12(31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12J31/2020 12/31/2020 APPROVAL SPECIFICATION SHEET�2 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the Information and approval lumbers on the building components listed below If c they will be utilized on the Construction project for which you are applying for a O > O_ OPRODUCT O Q L- O � _ }, Mill 1, il .� CQ O -0 Q .O � O O Q c _O .O L.L C - � O y-- � � O > to Cl) O L.. }, lam. _E � � Q F- .0 (n Q - u T1114 _ _ -HD210-2 FL172 2.3 ESR-3445 - - 12/311/2020 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 Sam AV All 11111i AM& -1 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Celle o /Subcate o Manufacturer Product Description Approval Numbers Test Pressures Ex . Date Mounting Brackets (10 G r,�l � r w * s „!M Cross BKR T' (iAa be cut tip W) IL1f�lUf �liti� Right �K�-�G�� �� B0 1 fir 01ao A32S Gain. (Typ,) 0 - 0 „ t 14 ufii� 1 i R i NC Unit dQt orn HurrICr' ileStrap (Tvi aIr 3In,Front) } Front Cross Support ( be -cut to W) 56if-i,A[itifld� WtJES 1 U tBrd*et(16GaUge) 14 Self -Drilling Sit WS7hrttBiiaCkei3'& - Back Cross (port into A/C Unit 8612om Side ypll:A:3 e'is le fillfni nicaite used INSTALIATION INFORMATION t tiril4e�3iCl� � 4ptltl HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NOWIMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 _ _ FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12131/2021 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 _ -_ HD61_0 _ FL17232.4 _ _ ESR-9445 1213112020 HU610 FL10856.10 ESR-2549 Thernill Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/•67.0 psf 12/31/2021 - _ HD0410 - --- ---- FL17241.7 --- --- - _-_ ESR-3444 ---- 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Eveluation Report 12/31/2020 HGAIOKT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/3l/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAMIOKT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/3l/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCratt, Rustic FL7640.1 +67.0/-67.0 psf 12/3l/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 -------- - - ---- -- - - Evaluation Report 12/31/2020 HTS1 FL114 E _H7T45 HTW16 l7244.2 -_FL17244.8 ---- - ESR-3455-__-_' 12/31/2020 HTS16 6.2 FL10456.22 ESR-2r313 R-261 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 HTW20 .. FL17244.8 - __ _ ESR-3455 - 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (Ill FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2813 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psi 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WinclCode Doors W6 (Ill FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/3l/2025 HTWM20 FL8223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 ll FL6223.3 Evaluation Report 12/31/2020 Ill FL10456.18 ESR-2613 2. WINDOWS Hill FL6223.3 Evaluation Report 12/3112020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 FL77232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 _HUS210-2 -- HUS212 2 -_ - - - FL17232.6 --- - - -ESR-3445--�_ _-- 12d1_/2020 HUS212-2 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 HUS26- FL17232.6 - __� _-._..__.__ --ESR-3445 -� _-J 1?J3112020 HUS26 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL25 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 WA 5/26/2021 JUS2102 FL17232.11 ESR-3445 12/31/2020 WS210.2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS25 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.111 ESR-2549 _ -- JUS26-2 -- _ - - _ FL17232.11 _ -" ESR-3445 -" 12/31/2020 WS25-2 FL10655.112 ESR 2549 -12131/2020- 3. PANEL WALL James Hardie Building Prod. _--__-._ ....__.._ Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 FL17232.11 _ - ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS ALSide Solid and Vented Solt FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 Ill FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 Ill FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/1812021 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 _-LSTA24 _- _ - -- -- FL17244.18 _ _ _ - - ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED _ _LSTA30 -- - �LSTA36 _ --- FL17244.18 --� „-- � - 12/31/2020 LSTA38 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 LTS19 _ FL17219.2 _ESR-3455 - - ER-0200 12/31/2020 LTT19 FL11496.3 ER 130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3l/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 Lomanco, Inc DA•4 Exahust Vent FL17202.1 N/A 7/10/2021 LTTI31 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3l/2020 . cn S� CU O O j O Q ♦� U O V/ M� W a< A L W Z J Z Z Q J d LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 BOrdl Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/3l/2020 ll FL17240.2 ESR-3447 12/31/2020 Ill FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, L 0.032" Aluminum GullLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2806 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-26M - - FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 5. SHUTTERS - MP5 _ _ _ FL17244.22 _ _ _ ESR-3455 - 12/31/2020 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 FL17240.3 - ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business &Professional Regulation Pagel viz Building Codes and Standards Mamie Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ --- - --.- --_ --_._ -.-_ ANCHORS USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 Simpson Strong -Tie s@@ Chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 MSTC40 __...__.._. FL17244.26 -_..__..._.._..__..-__.._.._____._.. ESR-3455 ..._._._..__..__....__.-.............__-.-_....._ 12/31/2020 -12131/2020 MSTC40 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 Witir or 20 no Date Pendbm pits Sc4�S tCOdOser & Llcetuse VaMdated t!w :� uwl PIK Awroval Awrolt19 ? lYgs version M; Revision 2017 Gulf Coast Supply& Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10N2/2017 1on0/2017 1oA72017 12n22o17 Approved Category: Roofing (352) 498.0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoasusuP*.com Comptlance Method: Evalus icn Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ouaftAswanee Aoorovedfor Use Approved for Use Jill Product Model. Number or Name Product Descripll9D in lr71i drtelda ill B Pressure i 0.032&qua; Aluminum 5V Crimp Mn 0.032&qurd; a V Crimp Aluminum Rod Parisi 04n22024 No Yes N/A +N/Ar over 15n2&qua; Plywood-108.5PSF z o.o3z&qud;AwminumGuff Lok Mn0.032&pud:AWminumGulf Lok l6&qud; Wide o4Nzrzo24 No Yes N/A +wAr Roof Panel over is/d2&qud;Pywood-116.OPSF 3 1&qud;24gs.Gulf Snap 1&qud:GuM3rap24Ga. 17&quot;wide Roof Panel 04/12,7024 Yes Yes N/A +N/A1-131.OPS ow15nXquot:Plywood V Loc 1 'Versall2 16.5 d; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ 4 1&qud,24ga. area &qua. 24ga Squ vier 15MUciucY Plywood .138.5PSF + 5 1&qua; VerseLoc .032&qud; Aluminum 1t4qua; versaLoe rmitu.o32&qud. Aluminum over OM122024 Yes Yes N/A N!a 1��: Plywood-101.OPSF 6 1.5&quot; 24ga. Gun Snap 1.5&cii Gulf Snap 24ga. 16&quot; Wide Rod 04/122024 Yes Yes N/A +NIA/ Panel over i5Jd2&qua: Plywood-116.OPSF 7 1.5&quot: 249a. Versal 1.5&quot: Versi min 24ga. 16111 wide Roof o4/122oz4 Yes Yes N/A +N/a Panel over l5n2&qud: Plywood-123.5PSF 8 2&qua; 24ga. Megai Mn 24 Gov. 2&qud; MegaLoc 18&qud: wide Rod 041122024 No Yes N/A +N/A/ Panel overlus2&qud; Plywood-108.5pSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 16&qud: Wide over 15rd2&qud; 04/122024 No Yes N/A +N/AF96.7PSF Plywood 10 24Ga. GunSeam Mn24Go. Guff Seem 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AA93.5PSF over 1x4 Wood Furl over 1 W2&qud; Plywood 11 24 Ga. Gulf Seem Mn 24 Gov. Guff Seam, 1 34&qud; Strap Lock, 04/122024 No Yes N/A +N/A/ 18&qud Of Roof Panel over 15n2li Plywood .108.5psr 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 15132&qud; 04/122024 Yes Yes N/A +N/A/ Pyvgod-156.5PSF 13 26 Ga. 5v crimp Mn 26 Ga. 5V Crimp over 15/328,qua; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Pains over 15n2&quar Plywood-156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Guff Lok /6&quot Wide Roof Panal over 04/12rM4 Yes Yes N/A +WA/ 1513241 Plywood •161.O11 16 28 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 1Sal Wide Rod Panel over 04/122024 No Yes N/A +N/AF63.5PSF 1532&quot:Plywood 17 26 Ga. Gulfl Min 26 Ga. Gulf Pi Rod Panel over 15132&qud; 04/122024 No Yes N/A -11i Pywood-154.7PSF MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 _ _ MTW12 _ _FL17244.8 _ _ _ ESR-3455 _ 12/31/2020 MTS12 FL10456.33 ESR-2813 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, Ill PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW16 - FL17244.8 - ESR-3455 12/31/2020 MTS16 FL10458.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW220 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2618 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 - `- -_. FL17239.13 --- ESR-3449 - - - -~ - 12/31/2020 GLTV3.516 FL10567.8 ESR-2615 The products listed below did not demonstrate duct approval at an review. I understand that at the time of inspection of these products, the following i ' � pro ppr plan _ information must be available to the inspector on the obsite; 1 co of the duct approval 2 j P� j ) ply pro pp�D ) -- - - - - -- `---- "--- _ .._.____ _. _._ ...... ! ,--- _. __. _ __ ----- ._ ---- - --- --- - -- - - --.--- '-- �' -----_.___.-----._-..- --------___---_-_--..__._-- _ __------__ .----.-----------_-_-- _-._,A__----_-___. _____-.- --- - -- - - -- - . - -- -� APPLICANT SIGNATURE DATE -_._.-.... __.,. .,_.: _.........-. _.._ _,.,. ...._...___..._..__ _.._...._..._ _...__.__ --------.--._._..__ PHD2A ----_ FL17219.3 .-_-. '� ER 0200 12/31/2020 FGTR FL11473.2 SIM200602 _...__. .-.- PHXU3516 __�-�__� __- FL17241.20 __.-._.�� ESR-3444 12/31/2020 CS16 FL10652.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 Ill FL17236.2 ES - 8 R 344 12131/2 020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 _.�.�._,--__._ FL17236.3 ESR-3448 -. _ ._.._. ,_._._,_.___ 12/31l2020 H5 FL10456.15 ESR-2613 -- RT5 _-__- .- FL17236.3 -� ESR-3448 . -.,-„ ._.-. 12/31/2020 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 Ill FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTBA FLI7238.3 ESR-3448 12/31/2020 SPl FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3456 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2513 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPT8-- FL17244.32 _ - - ESR-3455 - -12/31/2020 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2813 SPTH6 FL17244.32 - ESR-3455 ----- 12/31/2020 SPH8 FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 12l31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business d Professional Regulation Pega2 viz Building Codes and Standards 3rzenole Product Approval Application Detail THD282 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQS-SDS3 FL10441.1 ESR-2330 _THD612__ FL17232.16 ESR-3445 12131/2020 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 Ill FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Sggroved for Use Aoorowdfor us. 18� Deal ABA Product Model. Number or Name $ .Yes ride NVHZ tip -NW 18 26 Ga. GuI1PBR Min 26 Ga. GutIPBR Rod Panel over tx4 Wood 04M 22024 Yes Yes WA +N/A! Purrns ow 15A2&quot: Plywood -51.7PSF 19 26 Oa. GuMPBR Min 26 Ga. GuMPBR over 1s/32&qua; Plywood 04/122024 Yes Yes WA 54.7PSF 20 26 Ga. GutfPBR Mn 26 Ga. GrtIPBR over 114 Wood Purlins over 04M22024 No Yes N/A 5/Al PSF 154124.quot; Plywood 21 26 Ga. GulfRib Min 26 Ga. GuHRb over 1x4 Wood Purilns over 04/122024 No Yes WA +N/A/ 15f32&qud; Plywood-1641.2111 22 26 Ga. Gull Min 26 Ga. GutlRib vier 15132&qud; Plywood 04/122024 No Yes WA +N/A/ -159.2PSF 23 26 Ga. Gull Mn 26 Go. Gu ffl iD over 1532&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2111 24 26 Ga. Gullil Min 26 Ga. Gul war 1x4 Wood Purlins over 04/122024 Yes Yes WA +N/A/ 15r32&quot; Plywood-164.2PSF 25 29 Ga. Gulrttib Mn 29 Ga. GultRIb over tx4 Wood Purlins over O41122024 No Yes WA +N/A/ 15n 2&qud; ulfRibPlywood - NIA/ SF 28 29 Ga. GuMRiO Min 29 Ga. GuMRub over 15328qud; Plywood 04/122024 No Yes N/A -NIA/ -146.OPSF 27 29 Ga. Gull Min 29 Ga. GuMM over 1x4 Wood Purlins over 04/122024 No Yes WA +N/A/ 7/n 29 G . G.S.B. +N/Al PSF 28 29 Ga. GuMRib Min 29 Go. GuMR� vier 7H68qua; C.S.S. 04/122024 No Yes N/A +N/A/ -116.OPSF _`-- UPHD8 _ -FL17219.5 - -- ER-0200 - 12/31/2020 HHETA20 FL11473.9 SIM200802 - - _ LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL71473.12 SIM200802 - - - - - - - - - - Search Criteria Code Veralon: 2017 FL a: 11651 Application Type: ALL Product Manufacturer: ALL Category:ll alALL Subcategory: ALL App9cellon Status: ALL Compliance Method: ALL f�llty Assurance Brtlty Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in Ill ALL Approved for use outside ll ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL SHEET PA 1.0 NO. Florida Department of Business & Professional Regulation Pop 1 a s Florida Department of Business & Professional Regulation pays sa e Building Codes and Standards l2fl32018 Building Codes and Standards IV1220le Product Approval Application Detail Product Approval Application Detail FAWYAL ga ggk, Dat. Pooch, ggk, rr9lg EOa xx 291 gar Date Pandna gAIL Ilse Union Wmh$YOL gpgg( f ddrraLlearua Valldaletlav YtlMdf6 A14MMA FRCA—W A—d tM911 Ina! )VRILMa Ysmmom lisp t5rdrwraLlnmwe vrsdd.eBy y uggm tggogg F9CAMLMXM Aag d 2aa Revision 2017 TMmm Tm Corywdkn Rkk Yaps LWWM F. Sdtesla P.E. Ryan J. Kkg. P.E. 10M&12017 07/122017 1QMM017 1211220,7 Approved RWA0on 2017 T1wrw�Tru CaparOw Rk k V*W Lrd n F. SQ.aW, P.E. Ryan J. IOro, P.E. 12M32017 12M32017 12J21,2017 020132018 Approved Cd.gwy: ExQrbr DOM (419)298.1740 PE43409 (813)767.688M Cressy: EAwfor Dowa (419)MI740 PE43408 (813)761-MM SubCYsOory: SWrOV Exterior Dow AssamOMs AdnNiAmbNpamuesnts. SubCalpwy: SdrrgkVEttwkr Door AxvWbN a ddMrbnMMgmrlMs. Com9kenn Method: a araeon Repo" norm ■ Com ComParma Method: EVeYlolon Raped IMm a Cos. Florida Registered Archled or a Licensed FWW FWW Roodwed Ardi ed or a Umsed FWI* Proraslo" Engineer Professional Erlghei r Fkd981a1:13PMdYds. - gargcAgeut&ML A.erov.d far We Amroved/wUaa k w Roan - Dwlav M.dra Aeoroved for Us* AeorovedforUn Doim 1249 precut Model.NdmmMraNm. LL� OudY.NVIa Breldna P1WYn ! PneudY.eY.NumardNName g gggdMgp r 1,HVHZ oubb"NVNZ Build= p 1 s. Thrma7nu Fbef-Clunk ward Smooar8ter NwWnd 6&838;8 &quotNwHmiMd&qud: Ope" 12/31t= No Ws No W 1 a. TIMmr►I'm FIMo-Cirsk pal Sma rti-Slr Nora" 640399 &WW;NaHmpsd&qua: OpmpY 12011=1 No Yes No WA Carposte Edge Flbwgbsa Shgle Dow Conpesle Edge Fbwo— Skills, Doer o . X C ) gig; X aaslgurd-) } 6 f. 7heme-Tm FborCWae aria Smool-Mor Noll" OW90&qudNdMnpsd&Wot; opswe 12/J12021 No Yes No WA Cwspo fto Edge Fie S W Dora CertpaBs Edge FbwgIus Sings Dow ntwr x C n a : x n) S I. TMk an mrs•Tru Fber-Clessd SmootMBYr Nomind 6ddDga %�¢vat &WdImpsd&; Gamed ImIr2m No Ya No WA 8 1.7hMme•ln FMrtlydt.M SmoW151r NaNrlw 6810399 &gwt7an1mped&g1d; Ob¢ed 72212021 NO Yes No WA Compote Edge Fbwghm Woe Dow Coq-h FJge Fb gI—"Door prseme Ld6vMq: x cw6gurd-) x on 14 n. Thermo-Tru FlIsel-01suk and SmootMSlor Nondnd 9 SMS&gWt4wH ;OWed 121372020 No Yr No NIA Composes Edge Fbergar Smys Dow . Cmposits FJge Fbaro ns Slrga Dow I I OMW mkVsft kw: X , 11, ow) Florida Department of Business & Professional Regulation Page 2 d2 Building Codes and Standards 00=0 Product Approval Application Detail gam, AwlrwadfwUe. Amm2 fwUr II ggy■ tut Product III Onto !o ti)Dii Ski odd B39alm 1 SERIES 420ALUMINUM SW SERIES 420 ALUMINUM SGO OXO IV 2020 No Yes No WA 145-314&gUot,X8Uquw NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO. XX 1213i2020 No Yes No WA 9ssornt'Sot"'. NON -REINFORCED 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1213ir2M No Yee No WA 1453I4&quot;x96&Quot; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM Goo REINFORCED Ok 12/312020 No Yta No WA XO• XX 9S&quota96&dtad; 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED)= 121312020 No Yes No WA FLa11se7 U gob ml dam NWROiral RavWM 2017 CURRIF OMModAADG, Inc CaMgsy: Brlal- Dean aabcmbo ry: ro- ' Ocor copawb (fiape■oa Meera Csdlaoson Wks LOw am I ON, M.127, 747. old W ails%ard Palos of Doers Florida DepWbnW t of Business & Profeaaim R4fgl/ati011 BdWYg Codes aid Standards Product Approval Appka*m DIM dLt goad irrncAUr Dedk Dew ULLLc (641)464.2844 deve,dedloilloneWrloy.as M F.1h■Olaa■ltla peak Gard. fed Laoverd drab red Pskov at 11abr lneop doom P.g.1 d 1 11512018 gar gee 2NLbmm Ra INNO M limat Abalri a Lammo A■mmd son Ted Banmn, FIE I V3a2017 1001111121117 1210512017 Approved (J06) O 4707 gooLh u AomirLmm houNdbLum and am" goon rim onam Iateaa gdwku BEhmt E� 12WIM125 Yes Yes Yes, WA Florida Deporhnert of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep 2 d2 I inv= 9291 penis 292 gift Deb9obBl gall Man VKdWl timaNOda Sdmtlyd AMIDa.AIIMor YddarAL xdwo l AmMEM FOC Amovid AuseovW AMa R.AeW 2017 MI Windows ward Doas Breda SRNW Morten Ardmbd —I Steven M. Urkh. PE OW42019 06040019 OW72019 APprawd Cae.9ory: Wlndowe (717)365-3300 Merwhehuers Assdc1e6on (717)317-W4 StA"apury: Fl..d beanPrllmlwd— Compllane. M.&wt C ,becro. Mod or Listing AYE A r ..If for Use laud 21" 2l9t hld,,t pcvkMn Sraal[fdEMotlu.gift InHYM outside HIM fb P— 1 185 PW 73. 72 MaNewd Glass 04003rem No Yee No -600-60 Florida DepeMlant of &AbMe & Pnebesl * Regulalbn Baking Codas and Starndar I Product Approval Appkadon DeNg — P.Ptd1 laws BLS d Nolis gar par ONLEM" gift ml daft IIMa1NabMt ndad dft&Aiiseu Ydow" mood A N" IWLMEE al Act®/ a" R*wWm 2017 ThwwwTru Caponam Rick yag14 .proses F.8derddk P.E ft"J. Mop, P.E. 10018 17 IWI& 17 10222017 12M22017 Approved Ceaasy: B"Woes a (410)29&1740 PE43409 013) 767-UN 0,6 argay: 9wh" 6adsbr Door Assemblies 6awPaww lssoma alwbrmaon Rapateams Cara FbrMa Rpiwsed Assessed w a Lkaaaed FlMldo AOarbIW FEalskwr errritlliraabilk dLArsu Auaniiagia A®Lklm Mmd Rldm Mat OloNdplmAM guNdlmllrMgrf ft= 9dwiL fIB ani Em 1 a. &gwofdr6erC4eeaaart. igst8m0000SqA ;. M&e39;& &gNdrpodlquot Oasts Fbargar 121812021 ale yw Yw N91 igatCaaalcmuent a MPatCaWoGaM 8k1Ao Dora-pgkmeekgwOubwra0omwAs ve RUMb6gat attasam rot DR moan mwldmm l Re WNs 2017 Jammmkod &Mft PM&AII.ra gal -s Panel Vale 8111101doom : Vdkq CampMrr Metes Elakoft Reportkom ■ Ro ft Ragrltled Aealaed or s Lbemsed Floc pl640101001 Eflakwer Mat 2 H&dWWk Lop 81iW Florida Depabrow t of Business & Professional RaPWm Building Clod" rd Starndalds Product Approval AppNeafbn Detail SDNLr ra" samoL Lblra PYgMwq Zhu A, - 1. OgWA (000)349027 PE44121 Pmodwlgsl.lbtermdrr damn emboLginadom mar-owww NIP 61111110 Ppld1 Iaaols lire gill DO BANS gar mmwm a Im■ AN a a&laamal Aaamat Mda Jahn sweaty, P.E 0a262017 0000e1J017 00/JMR017 110111000117 Approved MM 367-2WM gMNLAurrru A■■ NUWAN A■mmlkLmo Mon pd■ pe■sdbugl■ I.INM gmi*ki i BOMB hw 1213011020 Yea Yes WA WA Florida DepaMlrt of Business & Prcdsaafonal Regulation Page I a, Bugttirq Codes end Standrds 1a0e/8 Product Approval Application Defog B)tlAW2,11111 pal d1[ go gift 2MLboiu no ml Met tifadeatloc rrdrt ■insAiifMa Ya1W A[ Yalalra Abalbt a Amnia Ao®Iaa lira Ia - 2017 Clew &"" Products Campry Mork Reel I bMedak TsdMgeelvkM Nil Wry"Amer 11I202017 comoM17 12000=7 Appravod Owe -I,--' "DIM (513) rrso 2 Ina (613) $Isom $0100eewr: Bed" Messier Door AssMle6r own CaasPaslred esalroa CerraeOm Mork sleds Saimm iM bodmk gmdkA art AummdbLgu A■mwAIALgr Mud Dodo iMt29MELINOINULDO iskR z 21hi tm nowim hush 37 037 WS-09 PAN-2F161: 84A W, 73, 75,1600. Ift 78. new Pen into 2590 8bgb4w (up to or wits) 0621I1028 No Yes No -30 PaFAW 76V,413717, 411131F. OW. MRBF, 2R6T, 4e. 42.56.40, WeOCOMW7QYr Owe-. Dow PSF 429, pas, GOAL, GDUV, OR6& GRWV, ARM, AR68V. egXa gow Florida DepaAlnant of hardness & professional Regulation pp I d I Building Codes and Standards /aaote Puodua Approval Application Dwll ma mm lboatfuM[ pdrt tadaMAlrrft Yed4At YdYdm &VNM lm arrdaa[oel Aa®md Mom PA 1" 2017 Th6tnr-1`010 CMporaam Rick WIgM N@WWAmededm& Ryan J. Kft P.E 1220IM? 89M2017 1227lN17 Approved CSY—. EsMar DOM (419)2W1740 Mnnaeemna YIIMYa 013)M46W Saft0o somin 2w1 al IF DowArslatr Cow#@ a Maawa Omlal)Oladll Wk orLW q Gann QMMLAa Aoommaffigie &MMMNhEVAA Mort gum Nat JIM bodOL2Mld m gin t4mltifi QOML gNti fi W ftM I e, AquotGrtloCreYplet fed ftntaandwwrk by es fed M OpaPY and Gloried PbrgYn Dow weh 12131=1 No Yee No WA ThmWIrr kpol; fed wshoal a ftooL blowier s w ouYwkq Florida Deprbrrrk of Business & Pmia oolod Regulation pp I of I Butldng Codes and Standards lA mis Product Approval Ap{Wcadon Detail 661111ftall nil BAULK go gar grubbila go Mod min" ENN&O■L Cant taoraAlifMl dtetuAL ri1Y11Y ANdba agARKNK A■mmt ANN iMaWl WI? 4011011011, Bueils PlOwk6 Compsry WkNtseMrISM kskmla Taaorls Bwvine WL "V"AhW 11422pIM7 0611020f7 12862017 Approved Cwtawy: EreallOf DOM (613) 77oem W. (513) 5i94M lab0sagovy: fwasW E 11 Door A6rnelr nroaWMapOeapoyaan Compasses base! Ced afaa Mark or Udkg 6tubletl dAa AMmmdhLum A■mdmlrgr in" gum Wt emamLoodd6mwhKaLom EmllotgredA■ CmaidlmMmd Kill = 2WAK Q Bohm fool■ 53 053 VA-16 PAN4F161 MA. 04.73, M ISW. I 41MIT, sled Fete". 289L) DwA►Cu(ar a 1&V 0621IM)" No Yes No *30PSFF30 4RaF, OW. OW. 4a, 42.85.4011, 420, MS. Does, wWB) NMOCODEM74; VSB n - Door Pap OD58V, Gina, OR66V, ARM, AR6&V. WG% MM Florida Department of Business & Professional Regulation P.p 2 of 3 Florida Deparbmrt of 8 Pro N RaplAetion pp I d 1 Building Codes and Standards c 1=020 Buldng code. ad Standards Coda cards ,aim. Product Approval Application Detail Product Approval Appgcatbn Dotal OAHOULaUM ammms Ida dLx gift 20 adLend a gar dualkyAssizents Ancroyed for Use Approved so, Use fMRSK lea Prodwt Modal. Number or Nome Product Duffiodon Cortract Emoballori Doa in NvNz outrds Mm $gg(dgd problems 2 186 SN 52y72 Find'lange From IG/6G mngl. Hog IMOM023 No Yea NO •601-60 mm ymma MEmbom goo& AmanKAU� Ydii6m lad" AAMM aMANOut hamud AN& Wv1110n 2017 Carob k"V Pwdltoa CW"M Caagwy: Bawler Door Msk IAlrldraaM ksrllk T4l es Ssvbr NA, Osy PasINN I14VA17 021n82017 ()13) 77040M2 ksa (513) 61046eM 120052017 Approved arrcdraMr.MedbrriEaarlOrpowAsswrdM doom Camlpaanr Misaoa cwwbm n Mark or Lb" awmtAsroaa hum adi Lm AumaiAlft Mad gift anomubohdimmm 1.Wim glaik IQ A e� ed 00 W040 PAN,2FI6t M 76 $406 M, 42, 4e, 43% 4Ma, Bass Psl (pea 25 a&) Srae4:er(up to OW wads) WM20M No Yes No ♦36 PSFA42 411161', NW, ODM, MM, ARMS, EDGS RMIDCODE&9174; VW GMp Dow P8F Florida DepaMunt of ftaknn & Picknim al Ragu WM pp l d I Florida Department: of Business & Professbrrl Reputation pp I d I BulNing Codes and Sfardards Wallis Building Codes and Standards /same Product Approval Appguadon Donn Product Approval Appikalbn Detail ELF ark dux am go 2OLbods Oa BIAS d IDGLr 20 gar BdLbwm pia ma dam mmwbom gum ■drrAMi MINNAL YaWW Adm aLhomat A®ma Mda dal Met somwoQ palls dftAMl Y&IISMAt xd*M NAMW agmomd Ao®sd Mdr RNrra 2e17 PGTraelba4 den Rork MrrriDede nCCO-cot MWm D8068000-VAL 12/m2017 1211=17 12252017 Approved RsvrWn 2017 PGT b.kwYlr Dean Rush MWnW%ft e000-CER Ierrtpda BCOO-VAL 121Z=17 12/OM? 12252017 Approved 4MBMy; lkerdowe (941)4"00 (W31s-M Calgary:III - a (041)/a6-01M pea) 315,2a90 aeec.rawr. Fbad *wwkopgw dsamrmm aratabour. eklsa "boil ORw kopgwAnmm.00m Cowm1sa•e Meavaor Celrossm Wks ul ft C.weeam.e Mow* CwWAWon Mark w Lk*q gmdkAa AdwevedbrUss, Amapa Nod pet Ma11LAar■Br AMma0,1o<tt hommu im Mats pti■ Irt LUM emooLorm m gal mizakd■g AJgDd gmbww lti Boom hoar■ "A EMMOLMMW.BMMKALSMbaalttitmltias Soluml uilMpr Iann QWAK t= Bohm taps■ 9 Pw4=(Lail. Warr - I Vkgi Fbad VOdm 041SWA 0 Y« Yee Yes Im 7 8N4M00 (Lr9s Wnb bspsa8 Vbryl Shras Help Wrdaw 072620110 Ym Yee Yes WA Florida Department of Business & Professional Regulation Pp 1 d2 Florida Depabisrt ofBusinwe & P7ofeesiWld Regulation pp I d I Building Codes and Standards irlar 9 Buldng Codes and Standards /emu Product Approval Application Detail Product Approval Appleation Detail 61 Aggro-d for use Approved for Use knold lied■ ask 190" no pie Rl bails gar Min dam Nkudimm surd tmrarALlseme MIRIA L YalYal ims MAN * homlmY Mat 2 5764 Verbal Alurrinum Mulm 12/3laM NO Yr Yea WA Rov1Yhn 2017 PGTkwulkir Dean RYwk Men W)ada BODO-CAR MbmW3mda DOOR-VAL 12/060=1 11/152017 12mW2017 Approved . Vardawe 1 41&0100 315.2a0 pagwr (w) roil nacaaa•a: Mussels en wk�Pamalw arm dgm Cmmparwa arwed: CorMoWon Mork w Lifts 19�tbMbar ONNLAuaesae Aamildpl AmmoiiLna Nand am" eta! hWMprddso gubldomlai■am ftIM gwowLt= eft■ed Bauer 1 MumsalwANDOW fed yaldbwa Akwdman kbdbm o62s2021 Yw Yes Yes "A Florida DepeMteitt of Business & Professional Ragulalbn pp I a I Buidtg codes and Sterltiards IaMwe Product Approval Applicadw Dotal G*Ia"S t go Anokm no gift pbPNWNN lit Min )tarn mmmmooz go" ambotALMM Yddd" )mutt man" a¢!■mm A■mat Mda RMarn 2a17 Jwnr Now Whoa 1`1041001:, km Plgdwls Zhu RWAM I. close John 6odha.0. PE. COMM? ageml7 oerAW 17 101102017 Approved embery: paredvesse (900) 3W,2B27 PE44121 (364 W-2826 e.sosagry: Vila Wlsddm&eda n Nhw oe.pa.wMoore* ELwMWrn Repot awn a damn Falls RaIII Amhbd or a Llowaed Faride Pseaadorrl Lmkww dL939WKbabta aNdkAft AmmmdoLlt Ao mmufflt Mud da Nat blhdLM29ddbE&KMLNM BooNLRoodism emboLadmilaw fouls pm&= gubrd hla■ 2 HadlaPrllk Lap Slip lbronwabpoift 12/312020 Yes Yes WA WA at1912M pal ma dada M mbgk= Fle'Won 2011 AWda gaaesr. POW ftk soonso.ry: Moat CemlPewse roared: EuskOYam "Won Lan a FW48 Rs94Wbd Arohbd or a Lbansed Farlde Psoarbasl Bgllww amimzmuzmba IMt 1 & &"Otv gvet boa Florida Depo bro nt of Business & ProfassiorW Regullatiai Building Codes and Standards ProduCt Approval Appkation DeMN Ppldl Isms 21Md I�ILIM■a Emmomm Ma d*A amkw`tm � Aa®tl Met Nick Thmpeml Lyndon F. SChWa, P.E. Ryan J. Wlq, P.E 101040017 10A81m77 lW112017 IZ12MMI Approved Milia2-23N pE4M ($l$)M46aa nbwrpearoalaNe.00m gm kAa AMMNUKgil 60MMUWJIM MM 2NO 200aCablOL21b IRHVM 29diU= gslurn BreMI■ Vad or Bolo vkW am 12/312820 No Yes No NIA Florida Depauhrrnt of Million & Profesal0nal RaguWw P18s I d I Buliditp Codes and Standards larmle Product Approval AppNeatlon Ostal PLOW22f416 gall dux go gar INa2ubu gift mn dam mkmdmh ■ geelld CMiaMAMW YslaLrtAt Y&iidla Aid■/ fIrLANWO hmmm man FievlNan 2017 ThemrTru r,, F. MOe RkkW" HBO"Amede/MlA Kft P.E 11211011017 00212017 1222m17 Approved Cwe0,. Esser DOM (419)208-1740 N6rYpenwll kY\IY (61E)7674686 amcusaar. awl gkls bdwW DoorAmmoblu ddw/omOMpmwas a CdMparr ltaVsa CeIrdsrlan MskwLWkg dam gimp hommlisllm A■ OML&LU! Mips grM Mai EMMoukeLemdwmjkm hWiagnom rmoNdmwANLOO vim ads dLg noido B1eaMa 6 a &gYtamoo48br6quot bed aguotered by 64 end W ops lm and gassed R e Dow vm 12/312021 No Yes No WA 7Mrm6 Trsdigsot ass varad VoseYa, bwmklg so Ou*#N FW4m Deperbrlard of Busksss & Professlonsl Rag kfon pap 1 of I BuN ing Codes and Standards ueame Product Approval Application Detail 688�M g a dJs no d 21khmea gift mn dam m odmiNK lfadlLl A emLALbru limmom 1(rbllt Ado a Amwm ammo a" IWWoa 2017 POTbleablea Dean 6 RMk lawthelft occo-CER W W&DO eCCO-VAL 1]lm/2017 112e12017 1Z262017 Approved W gwy:11iWa fOohs (941)4M OO (785)316-2r0 eelbCdemy: aloe E I I DOWAseslbl6s dnarkapisaabMe.Mml Camped■ W Vora combodas Meek or UK" awaLa M Aom i&Lgil hEMMAbLu l isms gun■ Art hai■bWANm geukELddmd JAM a dlOQJz onW E r 10 SOD46 0AW Waves aWtq Vkg6 Spoils Ohm Dow W112M Yes Yes Yes, NM JitJi� pal ml mM mmdkom RNWIN 2D17 Cagey Selft Pra0lWs Canp rW Cwsasyr E*ft DOM 800aaeMrl feoaW Merlon Dow Aaaanblw CmparmMowa Cwft eNel MwkwLbfYl() nalimiaLbohm Mpg 182 102 YY616 PN4gF1 W: 7,. 75. &4& 94, 42.4%4M 4M, 4RST, MRST, WW. GRM, AP.W E M Florida DepaMlrt of Business & Professional Regulation Building Codes and Standards Product Approval Application Ddd pplorl lama MdkK go MR RdLbo" 20 GROW MMAN [ALk m mmm m!( Ydird Abalbt aGAANNO A9rum Mega Mark VMose kft'bk Toe" SeMr6 NA, Gory PAe/W 112&2017 Minawl7 12961110117 Approved (513) 7704MM2 Ida (513)519466M 91.RLA■■ar doomiftJt AmumdALUM M.d g.m 9rladmilmgda INNAG! OMMLl amilm lea■ aed Porn OWL 2598.) Doran-Cor (Or 111167 062lrJ= No Yes No ♦a7 POFA41 wide) VAMX=E&"74; VA Wrap Dow PSF Florida Department of Business & Professional Regulation Pp 1 d2 Building Codes and Standards In9rm" Product Approval Application Detail p111a351Jb OrOdudt awmxAu [iora hNuinU flat A99radfor Use la= gut Aft FrpdLwt OnalistIon In "M Out" .hya ROSWINt P1 1_ Halo Fm anti Fl.noe Frame 73.82 moulded GI.. 021162024 No Y N 55/d5 BitJA9fAt !iN Man Met RM ON= RNYien 2017 hmr take ark" Roduor, bra Cddgwy: P" MMa *Ubomb err slats composes MWmmk EVS&Man RWditM a Flwse Reassessed ArdldW w a LYsev dFkssm PldaeNalsd Engkl6er eal>l�mbdl W! 1 Delrpnmrat fop Bliq BARIUM p01 BM dam IlaWdm RavWea 2017 A" C.aOar: Pend Wells smocabowill sent Ceepl.aeMowa Eveh Mhn Regal Ban e FbM6 Rs9Nand Ar~ or s Lkenso Florae polessm Engkws nommaLboba Mat 2 b. & P0441rsaT4&*At 861111 Florida Depatrnent of Business & Probssional Regulation Building Codes and Standards Product Approval Application Dotal locust surd somboLtuW FE am--- Zhu RMWd L Ogrm (00304M PE44121 pie EMNIRMOoft 16se-owned alp pimp Pearlal Iamu gift gift p Lbeft gift Yd*NM vim" Mbdlt OrL oamd Aumma WANK John Brdllw0. P.E. 092L2017 Oammm17 082M2p17 10n02017 Approved (30 307-2520 dAaMMMr AMMEAALum momaLisJm Mud gum stomdliMMmgift KEW gmmigLi lQ Hobos Bman 12212020 Yes Yes NM MIA Florida DeprbneM of Business & Professional Regulation Building Cods and Stadards Product Approval APpll Adm Dotal ppldl Imm e root LodrM.AUM ximmum Yrr&illi ld=M i akCAMMO AMENO ass Nldr lholr"M Lpdan F. Sd dnK P.E. fte n J. 0% P.E. 1aa42017 101MM7 10n12017 12112rm17 Approved (3MM) 922009 PE-43400 (813) 707-M nbwnPorlAerMe.mn gM■ Ae mom911SL(m AMMML um Mmd gut BMm■aftl■tlu goomdiMMmgtft In WHIC 9dwalm nos Baal■ Ved or SW Vb o Boa 1213IMM No Yes No MIA Q� i co _ -W (D U L 2 0 O CV Cn O O EC U O .0 &- U'� 0 O C- CU Q. Q z z W J W CID C) C 0 Cod) 0 }^', W QD ICU L Q CU i..L i C r0 O L V� �W'^ V! VCU W Q Z Z Q J d SHEET NO. PA 1,1 —Sul... 41.a6 u�r�WLWl>IIIYYI,JI�.I,,.J .<- — - 1 ._ 1. J.LIL1�L„� ��W t i�i. �l _ L 1., - - . 1, it i I(-l: I I 1 —..- u . 1 Florida Deparmment of Business & Professional Regulation Paw 3 a3 Building Codas and Standards UM2aP0 Product Approval Application Detail fart lattice or lays 21M paw Portland aK 129t version tit11aMQC contact Enginlear a,Llosm VatMetd Gr yitKW 3ubMtftd FSC Amroval a99anl allay Revision 2017 GAF Michael Stich Robert Mammon Jahn W. Knazenich. PE 12M V2019 12M 1/2019 12/18r2019 ding FM Appn Catagary: Rooting (800)7W3411 PE-59160 (954)772-M4 suaCefear►: Asphalt SNngies mdlel.egd.can eomplance Malwd: Evalestlon Report gem a Florida Registered MchRect ore Licensed Florida Professions Engineer assets Assurance Ancro dforLIM Aorowdfor Uss lama 20M ameProduct Mado. Flurnber ar Harins Product clecdgtan in HVHZ nlartlma Beinaas Promote 1 GAF Asphalt Roof BhMgbs Flbergiex rsiMaced 34ab, laminated, 5-lab and 121IM022 No Yes N/A NIA hiplidge ssph.1 shingin Florida Deparinsnt of Business & ProOalloml Regulation Budding Codas and Sdrsdards Product Approval Application DOWN ! mt Yam IllrYrg goellar ladUKAM sm Rsv1" 2017 W. Teams M, low dbe Thmpsm ANAMaad Tony CbdYnen Zadrry R. Pdsst M^* CompMy(7AIICq (S13)204M PE-74MI Caleary: Rddero 1pfrydpmtaWeelmw,drn ataCra y:R4oaoAoassdMRtdwan k6sOfd PM ofee Roo" ey meow:slRn CeaeYrws hd: EutlMsso Nswilrom s F10tYa Ropldawd Ar~ or a LaMn4pd F1orlds P1oleMird Ertebt4a Satyr 3 TAMCOOD Rkyo RddlVOMWOBOM 2e9a.sleaorodvetneator will ktYpaW trft popla1 tgms go m 2&BMNE 20 Yitmle( told ldaftd ffi.Aaaatr at■sa adm Lack, eaatn 10MOR017 100102017 1OM7Ao17 12112021117 Approved (334) 200.1000 9aRLastose arum an■Id1MLm ban 91" SaiarrtEoklign m Amos goaWtlm>L Burro Bast 0910620e Yes Yes HIM WA Florida Department of Business & Professional Regulation Page I a2 Building Codes and Standards IrM=20 Product Approval Application Detail Rat tr fry or girt fate 20LBndm nap MW Version timoltaiaa contact Enninm &iLftame velmewer YaIirW multd IBS.d9ausal octets- antes Rend" 2017 Soral Roiling Anderson Rouen IAPMO Undorm E luation GryW. Welker 1011VA17 101062017 10212017 Approved CW/ery: Roalng (801) 380-9091 SoAce, LLC. (205) 854-0180 ailbCateOerY: Raasn9 TH. RobrAndersw.dboro.co cmwsrta Yrftod: Evaluation Report loam a m Product Evaluation Enaly 22" Product Madoll. Number ar Hum 91artaaeoua Product omwrkam SaobarZMtlAlm attaysidBaSa anxtepadfortlas Inlet¢ 2MWdLIf)(IQ bud Edson tent tYeMp! 6 17 abxwl—y Saxony 900 - Cou" Stele, Hdford SINe, Shake, State, e- RISRO,1 Flat Press - Stockton, CA 120 2020 No „ Y. WAWA WA SPIN Old Engesh Thatch 18 asxonY goo - Courdly Sots, Shake damp: State Flat Prollle - Henderson. NV imir 020 No Yes NIA WA 19 Saxorty 901) - C." Slate, Shake, Slate sa1p: SPIN Flat Rollie - Less Wen& FL 12J312020 NO Yes NIA WA 20 9Mka ;it*" 8W • Shake hemp; Else Met Prate - Lathrop, CA 171312020 No Yes WA WA 28 VMS SW Medium Probe - Lake Weles. FL _ 12/31,7020 NO No Yes Yes NIA WA Florida DepaPorNM of Business & PpolneiO MI Regulation Paw / Of I Bud" Codss aid Standards mot' Prodlwt Approval Apptitrllon Detail 61lWBI Ask slam gik Ba astan" am mt Yarn Mbodid t Rand blmE&lamtt Yitmb )cal assort s aammo hEmm Ron Re Me 2047 mil a oft CVMPWWO Grew aw. akoK Lpwil IOC Evaluation 9arvnes, LLC WON n M. Redd, PE oamwao17 o1e am 0a212M7 Approved coollo :sYNaw Cmwo eras (34T)0164473 ( MOO141MI 9t/Cr4aY/i Trues Pldr MwMeoskwesam Csaeasts meow& ankisdoe Raprtsen a PwAM Bab"" Eiaq' flmrlAtMmam a.sMaastfm hmmmo"Kmm an" girt sent EM61901OLMMIkKSJMM bulmLoolaft GENOSokloolaw %I= gittltlmdr Barad loss■ 2 rrW acallele. news PYY MMdcarwdwpkb 122t2024 Yes Yes WA WA Florida Department of Business & Professional Regulation Paw I a I Building Codes and Standards I20r2020 Product Approval Application Detail ggk short or am oldspoodirso Back version ilanaauaL Contact Enactment ALc� validelsd sa y ik W aga�mY9l ataMa Revision 2017 TAMKO dading Products, Inc. Kerr) Eden Zachary R. Priest Locke Bowden P.E. tOM W2017 10005M17 10202o17 12M 2r2017 Approved Cdopory: Roofing (417)624$844 PE-74021 (334)300-1 WO 6trbCelaOory: UnderlsynxMs karl_edm@tunko.com Compton Method: Ewivatlan Report loom a Florida Registered Architect or a Licensed Florida Prdesslmai Engineer Anorovd for U, Anorandfortlin ImaW gHIM Florida DepaMrrit of Business & Pmkulonat Regulation P.aa 1 d t Bulling Codas and Stanndards lamas Product Approval Application DaWI FLNINS SM BM Yam ftrtamt goakr brtet&Lasta )alikab VAN" &Om� alCAoa■u1 a®sa ONE RVWM =17 LV. Thanpsm, In. des Thdrywrt Ardassaud Tan/Chbsnan Iadury R. Paled Loden, - 10,10RM7 10040=117 IGMT12017 ttM28M7 Append mowc"om(rmAm (613)2esO4m PE-74021 (334)3W-1m0 C41e8,, Ron 1arrY�reslaaelmg•drn e46owely: Boole Acmuo Ysrid N m Mpral Pad ant reso p eyseens CoiapaMies Matltd: EWlrlbn aepataana fRoMo ResMYrd Ard9Ya4 or a L MK40 Flarlds PtoMMMrW Enpkwr ainiilmLBNNO 9MlrtdtMott aEmmikun hmmod&tae floor net■ anal DIAIINNbLalowLKNMb0a9stdaam Srsssi NNNRL2Ma 1,KVM 9mmiksm Bohm ban 4 TAM00 Round Top 011P00/6 Vat Baft for Tie 20 0s. slept roof rmMMor wit heft 0910ar1020 Yes Yes WA N/A Florida Depertment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 Worm Coe f nit am Dab Perverse gilt mp Version thaoswK &Ltc Vaadrd91 l.0d*W JiMitcalludi FOIC Amronel d a1Wa RWoon 2017 Global Protection Products, LLC. Tim Robinson Water A. Tulle Jr., P.E. Jahn W. Knetevich, PE 09MOM17 OMI/2017 09/112017 121122017 Apprawd Cab9erY: Staden (954) 089.7545 PE4/167 (954) 772.6224 3WCdspory: storm Panels tun.robineo Qgppant.com Compliance Method: Evaluation Repel tram a Florida Reg stand Architect as Licensed Flaies Professional Engineer Quality A— Amrovd far Use Aprovadfor Ur Wad trim ant Routl Yodel. likember r Name Product pucrkmw Created SMUOM20 In HVHZ 9Mrle lmli Asians Protests i 20 Gaps CsaMnized Steel Storm PeneMAM2 Corrugated GaIrs fled Steel SMmt Panels retained 12/312020 Yes Yes Yes WA Florida DepaAment of Business & Proheabnal Reguation Pelletal Bulding Codes and StardaMe uvwr Product Approval Application Dftg 13� 9t faits am Btal Blkhmom floe me Yam mmubo mt goasa anwELL l Yllardb Yale" Ads" ZIQANMM AUMN oaten RaMMs 2017 I1W Btiltllep component Grew lee. sk" 14aY IOC e S 60,011 LLC WON- Y. Rprtd, PE ORAS M7 0110/2017 0111212017 Approved cslepdy. SVU*Nw C&PPOR ds Wn 9164473 (407)8N4617 eemossi sy:Trusspeon dWAOMPWW.adm CealpaYmasOl wd: Harden Rapti sam a Passed Evakrp0on EAW fiallEBlaetlk aerrtdaulmot am■Mtfhtgt aalms�Ylt Pals gitm Wl bbdAmom" ia■rtOaYrmak lento 9srklmi nbeaks !least 3 W aC[WOWT*K RUWconmdwpkb /2atam Yes Yes Ng1 WA Florida DepaMrrK of Realness & PmknbniW Replatim Peseta l Builds ig Codes and Standards taaws Product Approval Application Detail! FLMONS t 20 ErrLg ak ak BIKBN a ak tin Ymast Umdolou gum laakeoLLMAM Yallsam Ytadla &&mum arLam o o himad am Rav1 '. 2017 LV. Thols"ce, kw, en ThOt e/dn Avh&KbM Tory a rMlern Zachary R. Priest Lod'. - 1OMO=7 10'10=7 10M72017 12112/1a17 Approved MOb Cowo"(TAMCq (BI3)2460408 PE-74021 M4)300.19M Cslepry: Reseal tw$opmomkobodrrt M1eclea ary:ReealgAccessories9rtanas kllawd Padalur RboN sysem Ceawsawo 1MYioa Evaluation Raped Ih m s PbMs III - Ardent r a Lkwnad Floga P101aealdrtd EaplrMr aimlibuftoma 9asbatrmt m®tiiktlm aol■M L&LUE all" aom Wa lots m goardEtmmAN InJflOii owamLkmli Berns boast 1 TAMCO FIMI Oflladps varicose Daft/orTY 29gLditmd dlaMYwnbdi mverim Yes Yes WA K% Florida Dspatnrr t of Bltelnea & Profesiorml Reputation paw 7 a l Building Codes and Standards haws Produld Approval A, , a, In Desalt d&tiaaku IncMan onm ar 20 20 2dLbwn go Yam astttot Rosa bsmglLrmst Mdobm Yr11rd aamlm H¢at®at ammm mm a Ravlelen 211117 Planes odd PMW* bs. clerk icon ,Mrs L Decker, P.E.O Mldrd John RMwr, 1021102017 10e6R017 /0272017 12f12/J017 Append classier. Rooting 04) 7113414110 CauCK EApbwar i g PE 6r0Calepry: Rooae Acionsoces art a an dwkDbrro.am PE411242 (891)414-7W7 klePd Padalsorse-ci eyslem OeswlMaaWhd!EwI " PAPWcama Porldo RapYMsdArdiad or a cleansed Flu prol4," FJipuwsr amllmkftgmomk aaa! EMONUMkd■e gooso wdmomaata lent¢ 2m ktmm Bob" bash 3 3- FLAYCO&gUGtRV 10 R10o Vanlquot Aid Intsn RMppVMaforpMtd Poole tlerMartl 12131y2020 No Yes No NIA Ram OMF Akvv*m Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 oft 12EI= me Vanden Banlerdua Contact bolmsr3 Ytme valratd by YaE ifrl a,hMlerd PW enteral Antmrsa ama R.vINa 2017 AN American Shutters and Glass Mike Babied Frank L. Bennardc, P.E Troy Bar p, P.E. 10/18MI8 10M82018 10232018 12M112018 Approved Category: Bhutan (561)712-9882 PE-0046549 (954)947.0880 st"at"Pry: atom Panels mikabQUlamrkenrluUe C.mpflrea Yathad: Evaluation Report Ran a n.can Florida Re stered Arch"d or e Limited Florica Professional Engineer AmaWLIMuat Abarovd far Use ImmK gpym LnaProduct MOM 1ST SdantractLdlnHnabt IO.HYyi 9utaid, HYM Ro hd d $sate 1 24w GaNaNad Steel Slam Panels 249a Galvanized Steel Storm Panels 12131/MO Yes Yes Yes WA Florlds Depea nsnt of Businsea& ProfssMix Regulation BUWig Codes and Standards Product Approval Apptieatlon DefaN paw/eti Brows BMl2M4U mu Yam lrmaram 90" AN&AKA roe YmlallAm Ynaaaa AdBICAMMoi a■OM ■tea WVMMn 2017 rrW owkft cwoonwt soup km Surd L4 b Kk Eeskrelon Ssnlce. LLC yawn M. Ransil. PE o1M92o17 011072o/7 os212w7 Approved 0atesaryc absolute! Canwdltart (847)910.84T3 (407)691.1917 Susaw. epaw. Tons P3sas dpaM�brBw.mm Qaewaw Norilsk EWWMM Report Soma ProOu[a E1eYlerl odic rrrrlaaaem aatrolatgia ms■nLrum more faro Wa BNdWmd■t gosralmtlmgik lnlwm 901UL mR Bdwr PJmma, 4 R1V eCOlAgrWae Meld Cawcw Pole 121512022 Yes Yes NM WA immeadkm Florida Depolina of Redness & PmfsaWnW Rsgrla m Rlildng Codas and Stanndrrds Product Approval Application Detail paw I eft IALMO FLOI a7 Sells 1Wrrs floe act gistetadm floc mt Yam lamamam good Cam[►LYsna lOdkMl .IR IdMW OooBra ZWLANO st annomm Iran Re Was 2017 LV. Thomson, bra des Thompson ArdvaaktrY Tory cleverish Zaduay R. RIM1 Lodo eewdm innorlo7 10M02017 10/174017 12111220t7 Appord Mahl/C=IPLW(rAMD01 (913)2463490 PE-740M (J"300-IOW cdstry: Rtr- twtogwmbhok#o m 9abCahaay: Rdole AtassaMo Oct a an lle9rd Pd dlr Radlna SiIi CsamPasilao WA6o4h Evslwtlon RoW town a Met Na Rep11 ANhUd are Lke sad Porlde PtOMssbrW ettpYry amiNL/EYalaat aaonowifflm AncomLatlm I■ei gel■ anal O Am S WB Kam Inmtili IDsdOtlalQ Bob= t§a99.0 2 TAMOO LfaasnKk Vad 25 OL oaOglm No Yes WA -0141125 Florloa Department of Bus -cress & Professional Regulation Pace I al Bulling Codes and Standards 1n/2019 Product Approval Application Detail Senn OrdW or Jrk lays Data palmate no ma Version anloccis Casa ancestor iucian r Y1YtlaMab VaNdO l Lamtltd F13CA-1-M aa9rana !ions ReNech 2017 Lamanco, Inc Andrew Carter James L. 8.*—, P.E. Stevan M. Urich, PE 04,09r1018 12MOM17 04115f2018 Oammols Approved Category: Rooling (501) 982$511 PE-31242 (717) 317-8454 6ubCahigory: Reoling Accessed. and arm en aaMrdlorranco.can Integral Pan of the Rooting system Compgrw Memel: Evaluation Report Ran a III Erodes Registered Architect or a Licensed Florida Professional Engineer �-a6YlWfd Aovosd for Use Adpfovdtar Uo bad Design Lail Rodud Yodel. Number air Meter Omcdodan Srs� EelutlmQar IWOl18 OdklHVHZ Resistant p t 1 Deck-Nr"' DA-4 Low Prot%, Polypropylene Plastic, Roof Vent 07/10)=i MechenkeOr Attachd to Plvwod Oed. NO Yes No .97.5F97.5 Florida Deparinlsnt of Business & Pmknbnld Repletion page l ert Building Codes and Standards 14 =8 Product Approved Appticetlon Detail 6C� Bug )lain mmubdtt flaws induKALMM YeaYliat Ndim Ltelm alaammI anewd sun Re Idon 20A 17W Soft COMPWwms amp km Suwon to" ICC evaluation 8arykah LLC Vff m M. RaraNL PE OW S2017 ogw7rAM7 01411011117 Approved 1. .s I, Bauarnic Oo po Wit (647) 016dA3 (407) m1-1917 Mmassip ry: Trull Plaice dawMdepkrM.am CsraParw Norm Evdestlon Rolwdtee ■ Product Evahosen Ell* adiaboLemiuk 91Mrtat a®oLILUM aummiAsgis r219 gaol■ alf alhoLoKWLNNIhKALNM EMAMLR NNM 9a■dbrsbagise fnwm adimLimli Bantam E9 1 rTW 900 O oHigher No ON (l&moor; 8) mmdcrowcwpwb 12/31/2022 Yes Yes N/A WA Florida Depanbrlsnt d Business & PnoDssfioI Regulation Proi Building Coda and Standards laws Product Approval Application D*M 13■11L4m at sdlLg Rik 20 areemd■ gik Inc Ymlm lk®trmt Rasa smamtalrmae Yualllom morass ltdmkw fJ962®at ammma arm I%VM ON 2M7 Nnok krdunlw, Inc. owm Wd 00 Ewurlon Sella, LLC K)C Erosion SMvb, IOMar2017 10M92a17 1002=7 Appeared Cat lwr. ekucksd caswrw Ass (314) 051 74m LLC. MlCMapry: Tnrs PMLes dw4derta.c" OW 59"M Ceawar - EdhoskEvobdM Repo prom e Pro" dekinsaa Enay ngkiwAshoba onAkAs anmwmL Nlm ata■aalK" am ldt Lail B■rsgimtlm SatlmrJ ■ olonak allmli gumiLk= subm 2m 1 maw lspaawrkodwnow4m oaewdr PMfo 0lffila 3 Yes Yes WA NW Laaflirk Florida DeparinsM Of Business & ProNssicaud Regulation Building Codes and Standards Product Approval Apptie - D@W P.oa l al 1nam Florida Deparilrnt of Busiros & Pmbmi0Wd Regulation Budding Cod" r1d Standards Product Approval Appkadon Detail page l al /moots Florida Deparbro nt of Business & ProfseeiiorMl Regulation Willig Codas and Standards Product Approval Appkedon Detail pus, a 1 ta2ws Florida Deprireafa Of BYsifMm & Profeml0lm! Regulation Building Codes and Standards Product Approval Apptieation Detan pep 1 a t laws B■1rm at b!$ am oats DOLa m gik !LMM fat brag gm ON gikdsrB gik /taeler4M gibs brLot gik gilt ode PMOMM ak HdiiWJN Salt AN" ak no BOLBU K ak Inc, Yam EmduNN Rasa BodEKk r YttladEM Yalta AdOW StoA®MI AnnoW loss ms MEMO Endow Cetus brtNJllamta lid doLik YiasW Liatrsd B19Ammg as®Ma awn ms liars Ikmawm 2 s g000L Lim )rdaaLlk Vadd*A IdOW ZWA®t am®Ma idea mt Homo rimdmamt slow toinK&Lrslm XdMdm lbt Yntlasra trim" arLAMM l hooted loss RaMlon 2017 mrok kdmkim sus Dale Wad 11010 EssMorM Service, LLC = Evekddm SW*% It MWM7 tp11s/1017 10122=7 Approved MMeMe 2m? Cara kWUWIM kw. DssM Wd DOC En Servos, LLC = Evsardm 111-AN, IOMS=7 10M9017 1022=7 Approved Movies 2017 Mnek Mdrwkin, Ina DWM Wd 100 Elrhrlart eYvloe, LLC K)C Evskollon esrvka 10MOM7 10"NWIF 10222MT Appard PA we 21117 Wra Ml skift W- a" Wad 100 Bvalootlm Serna, LLC 00 eAlkrslon Badge, tamom? 1QnWM7 102212017 Approved CateeefF ekut4sal l:aryawnb p14)681-74W I.I.C. L>t4e0oflr - 7400 Cesspary: ispdelCMwontat (314)$M74m I.I.C. I241y. O&MC WCmwoimt (314)051-7400 I.I.C.6usam" akroeaesery:TlrPW dwsddml.aom (200)599.9BOD __ •� ��� eebc.r pay Thar PMw dw4rgndlarn Roo) m900 n er. TI Me PWO drerlerr L— ter 5n•9W0 Ceampamee M4Nd: EeMiatlort Ida• OeswrMnse��lvNratloriRsOadtanp l:eewDYras Aleltah EvsWUon Repdn morons tkewerwsMeFoaSm Rapdeom s i Evak Finical E1r4km490n Erik!S■a Pta41d E4Mw/en EeWr Pwdicl EnYYssn Bear 6 MHW4U Present PttWuctEvskrsMErt�r 6gfaLaibtt gilrtamatt a■■adwi t humm iLYK loco arm ALbla k gvdkAtltat aaa■aurft aat■malat9t alas girt godkAmla■te a■miuma ammmuw1m am art gmdk a■am at■uLktgis a®tWrJrt boa now Lag Ben REtmtElElMdmBa KM gddiLt= Baths ee■■ Lta endasnomm 21MM920kdaLRO K11M 9elidiLt lL Bra us emda 1st! AE EN&ML201d■5E goardlaigtlmgidt Ism 9laltle = &dM tomlt 1stR b0anonow aml embsNaK In HIRE 4EW= Btrsml loam 2 Melts is ore. bur aoraw' PMM o1A}t/JO2'3 Yes Yes NW WA 3 NT1Nea is OL haseasnpa buss arsrc' PNY 0i0t/1029 Yes Yes NM Neal 4 MI20 20 OL Sur tloMwcbr Plele 011/010M Yes Yes WA WA 0 M72M11 20 OL Mob sber0 kessntr4tsdr pleb 0110I)m Yes Yes WA NW 1Y� a>�Jit� Florida Departinent of Business & Professional Regulation Paget of Building Codes and Standards 1/21112M Product Approval Application Detail 2991 EtlnLg gip! 291 pate Mand idea mm versigh modalw[g contact C Validated av Vdlddw OLIMIOW FSC Adored apmwd 11r1M Editorial 2017 Wyahssusr Roe Ballwin IOC Evaluation Ser4ce, LLC Ian Lehrer, P.E. OV012019 03222019 04MBMIO Approved Change Category: Sbuctud Components (253)924$478 (818)BW3208 a16Catsecry: Engineered Lumber RoDM.8910weidweyema Carplance Masted: Evske"" n Report Ram a eusr.com Product Evaluation Entity Cartel, Assurance AWroved for Use Amonwd IN Use Imaa 219M Rau Produd Model. Numbor air Name Product Deserhollon She lomOR Outedde HVHZ jolum J3eate i lactase. LVL Laminated Veneer Lumber 031312021 NO Yes N/A WA 2 ParoWn PSL Parallel Strand Lumber 03/312021 No Yes N/A WA 3 ThrOWO hd LSL Laminated Strand Lumber 03/31/2021 No Yes N/A WA 4 TJ Ran Board Structural Composite Lumber a Oriented Str.d 031312021 No Yes NIA WA board Rim Bard 5 Weyerhaeuser Rim Bard Oriented Strand Bard Rim Board 03/312021 No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 91LotLaaalraat Aporovd fr Use Lalt $9IDst Jiecnrlln !D tJmi 1 High SbengOm Canada Lkdeis 4, 8, 8, and 121nch vide Nees 05212022 Yes - - Paw / a2 IrIv= Mooned ter use Inn6 aalal outaft.gym atlas Pmal[t Yes WA WA Florida Depr6yMnt of Business & RroimsiorW Regulation Budring Codes and Standards Product Approval Appleabn Detail P.wtal laws 1S11774ti1 Rat SoOLK flop ak 2OLbod D m Inc Yam aftadamm good ANOOKAMa NWAOMik Yilsaa libm lBRAarmd AMM" a" FMdeMe 20V CarretiMaiY Candale Prdudelno. RdwdOft TNUY N. NUVMH John Noy 10/142017 100132w7 1W792M7 12M22017 Approved CaYpry: SYraaa111:arrilPdrrsrt (813) 05"707 PE-Wi22 (sps"11 se►pYorre Pro011d1 kibsdlyde0 es s Rm*of preMsysloe0y+hooAcre Now Ted elbow Ceaseless Whole ewassrt Report see a Florida Raablered Attached or UM Md FINMo PI.- --' FJrprrr 9B9rcdwoosa ammooNm bmLwau git lair aam &a Ba0■2sdAm goo MLEN*dmalt inmvm 2Ml ktM Ban" f'JM 1 am* Precept or Commercial Conalta Photlmiole Reesat MY Pfeeksoo Cmerds Lkapl4 08l162024 NO Yes WA N/A .6.r O N Q. C 0 O C CO ♦V 0 CU '^ VI C Q 0 N O 0 .� O O L CL 40-2 .� Cn Q Q z z W J �I 0 U) -t:f 15 C/) CU O L— Q CU -im_o CL < C/) 0 no O V(D 2- L)m CO LI.J Q Z Z Q J a SHEE 0. PA Y,,2 +� ' �:- Le��a� s 2 �,a�b� 65�e-� � �i �- �,��� �,� �y,aA