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HomeMy WebLinkAbout3011 Nubbin Ridge LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS 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 S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT ReceptacleRETROFIT DETAILS ALTorALT. Alternate FRT Front REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required WP WATERPROOFING DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening PA1.1 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO or SF or S.F. Square Foot (feet) COFF or Coff. or . Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage COMMLo C Comm. Community INT or I t. KMlall I neewall SW or S.W. Shear Wall 717D COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN orLaundry TB Towel Bar L CONT or Cont. Continuous LAV or ay.v. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken IF 771 7F D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block 1E]EYD FE711 ❑ ❑ ❑ ❑ DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or 0. 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 W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wre Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 08-20-15 1.0 NEW BASE PLAN IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 FRAME -WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATE SEE FBCR (CURRENT VERSION) FORCOMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 08-27-19 4.1 ENG. REVIEW FOR 5 MPH prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 09-20-19 4.2 ADD 8'-8" ELEV. FOR T R EVE TA 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. 1� lm= rid rid JX Flom 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 PREVAILING the indoor air quality, or the effects thereof, for any reason ELECTRIC UILDING COD whatsoever. The Designer/Architect and FOR has no duty to CODES FLORIDAprotect, without limitation, the residence, construction site, NATIONAL ELECTRIC CODE, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, ORDINANCES expressly including, but not limited to, the period of time before REVIEW DA 1791 construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to EMNy���, PLAN , �A j take any action or preventive measures to protect such property NER against any such peril at any time for any reason. Pt11ilIE��� •�`,`�\1111i11111 ,�},• �¢O WIV '✓i (0-•. -0 MU .LO QRGFE SSIO��� \, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Bu(kling Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9 h m 1 8CD I cotp M P1 - # W 0 -,J LLLL 2 a >u' aaWa 0Z _ �8 Wo :?� W moo 2 ETrn c Z IT1!;o ¢ O N¢ M Z U H 3 z ❑ °� ❑O W Z N M z � d N �V)C1 La •u N LU 0 � _1 W IN LU Q g, o w M J LL i � H z zO ZM E �° �0 E V o E �Z ao W' M Z- N�0 i 0 <o wZ j G . �o ms 0 oLL > Z J 0 ? u� (n N 3 82 �o U U J Min co 0. ° W (a c � 0 m 0 V/ W tY c O �. T� no G Qi .� Z N r LO 0-) T r T'- T E 4 = O M y z° Z a E v L c a o °3 JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. C S >Y�.. 1 Wf1YI11�II1..1111��1 IW l� tl,llllYll � VWi 1t,�.il111 11611 I11111 4 A O33 35-SH \\ I I a a \ Z . _IJ \ .D _ \\ T cN W \ \ 30'-0" in CAFE ` FAMILY ROOM V LILT. C G \ VAULT. CLG. �\ I� CARPET Na0 PATIO M 00 ------------------------------------ ---- E 0 I 1 CD LO 1 I 2:12(iSLOP_E� 1 I I I � I' I � 9'-0" T-8" 2'-8" 4'-3" V-10" T-7" I 6-0-V-7$" I G R ER VENT 1 S3 TH U ROOF H1 1 00 NTUDS r(4) 2x4 #2 SYP W/LISP GOTT4@ BASE 'H S3 V ' v N OWNER'S SUITE 8'-0" FLAT CLG. 1 CARPET v TYP @ 1 STORY I A S3 t» U) w O N t1J , zo Cn CARPET r � H.B. 2668 Ia w D.W. --------- O 3I D.24 Ra 18 I� PANT T14E a. 6o T Lw V RANGE I f0 w 9 O5-SH 60" X 36" R&S SHOWER ---------------- m A., 8' 3' FIBERGLASS SURROUND 4068 B.F. JIM H.B. ENTRY V-0" FLAT CLG. �00 �f.00`MIM =0 ■RNMAMA UTIN11111111 HANSON BOX @ 36" A.F.F. A� FIBERGLASS EDGE OF SLAB 2" SURROUND I BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. 5'}34„ $ � I ILE I %K I I I I I I I I I I I I I I I I I I I I I t I I I I � I d I I 1 I I I I I I I I L--------- -- HAL R&S 2668 '-;' ---------------- 9'-4" FLAT CLG. 8'_0" �, 3-84" 10'-4" CARPET 4'-l" 1'-3" A/0 IN i 4068 B.F. NCO S3 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 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 314" X 7 1/4" 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 20X26 18}X25j S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20X72 18JX711 S.H. 1H2 271/4X26 26X25j S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1 H6 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J X 381 36 1 X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 } X 37 j S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 } X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET " SEE SN SHEET 1 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 '-31'� � '- 11'-4" N N 2'-4"N 1 „'-, 0" 3'-0" 9'-84" I WALL LEGEND BEDROOM 4 - 1 8'-0" FLAT CLG. w = 00 O T �. BATH I I CARPET I W, MASONRY HGT. @ 8'-0" A.F.F. -0" FLAT CLG. G I ``� - TYP. 2x FRAME WALL T (01 C6 BEDROOM 200 01 �I I BEDROOM 1 INTERIOR BEARING WALL 1 8'-0" FLAT CLG. CARPET I 8'-0" FLAT CLG. 1 CARPET r INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND EGRESS 1 EGRESS I 1 REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM A 25-SH O 25-SH O AREA TABULATION S3 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 30'-10" 7-110" 20'-8" 59-4 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV- B 1 EXT FRAME 2 x R-1KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) SCALE: )4"=1 V-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) : �`E•� ,90 W N ' . • F 0� '• /4,� O 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. p �8N oocs chi I+ V J N W 9 U. _ja 13 a ai�LL aW � a 0zMo Z vU) �a;8 �0 0 W :2 Z0 r- m W = ILW �E rn iaCL v� N� LO O Q 7 NQO'>Z z ❑❑❑ CD 2 Z: z N z o d N to _ C1 z N c� � N Cn O Cn U OW H Elf �to N ra as C) m LU 8 =� _ U • O O w M M 2 ZZ Q _jz E �° �e E No 00 Z N @ oa ads oa g ao ' O ry COC - � �x Ou z- z 3 <m Q ,2 8 ' U a �� W 3 Uo �� °zl% $ 3 2N 0 = DC W O c � _j N ^ O CN .� T Z N Co r � T W w N M o Z Z E O N �, a. v ¢ o JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 1 v x c m tY v x rn N O N 1 0 N _ Cr m n x 0 N z d v x g' 3 a N N E 0 EE 0 J d N N v 0 a N N ,.4 3 rR KITCHEN ISLAND c., 4 fV VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET � 0 ~ 0 ~ tt < LL O CNI M ACV cocM KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET 0 TOILET PAPER i HOLDER O CV FIN. FLR. 4 M 0 (V N OPT. REF. KITCHEN 4 00 L MIRROR Lill OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0-1 Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. oc TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES = o 00 CO SOAP r - (o 00 o DISH j - 1 11') O O _ c co 1 (� M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED COUNTER TOP CABINETS - � � 30 H BASE 0 00 7 in a t- a -1 O 2x _. U? 0? FRAMING r C0 CO 1 /2" GYP -'? BOARD - FIN. FLR. 2x P.T. SHELVING CABINETS - 1'-2" o 1 CY) CV ISLAND COUNTER SCALE: 1 /2"=1'-0" O CV N FIN. FLR. ,, Ll -.4, 'k 'j, CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 S E 0 U ' ' :� '••.,• Off' F 1. ,,.• '911,/'?OFESS%O ` \\\X 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 see] is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. a W a E oo�� (� 0 Lo N o ro ly M N C mM� W S '�LL�;1� LL a ei M LL W N a U.a W z > .E <cn� o W M0r- �Sy = 0)E� �95Z o J N z 06000 W Z ii " z g_ _J (� CLNp �1N z a 'fJ LU � — L. rJJGL V) U ~ O $ U c � 0 Q � M M N � Zw LJL i 55. Q g 0 O aoz z� U '0 N 117 L gy o W yam_ (p c - _o Qp 0 m� O gLL >� z J dub �y �� o U W�w cj N LL =G W CV M a .' cc CN Q Cs rn Fes. CDR C O 04 .� Z N r LO o E c N CV) y Z Z E C) m w a ci JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 2 (+1") 6" SMOOTH TEXTURED BAND T.O.M. _ _ 0 HDR HGT_ - - - F.FL. 71 �I FRONT ELEVATION — 61 24'-0" RIDGE VENT 12 5� �� -- —------------------------------------------------------------- 21 -0 1 1 TEXTURED CEMENTICI ,US FINISH ON C.M.U. (TYP.) SCALE: 1 /4"=1'-0" ------------------------------25SH---------------- ----------------------------------------------------------------------- LEFT ELEVATION — B1 E: 1/4"=V-0" - - T.O.M. - - - HDR HGT. F.FL. ME 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. %11tlt1tttlpfl N000 'e'o W/v P.f NSE *�f ' tL J i F L 0 � oR0 FESS10 \` To the best of the Engineers knowledge, information and belief, the stnxtiural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the stnxiural engineering portions of the drawing pages bearing Engineers signature and seal. W 0 �8 �m NN CCm Co LL M W W 3 u_ U. LL a Z M d O/ ii a. w >r C a Gg z§ o ra - g�NO W M 0 N� 2E°'O1 �o12 Z IL 0.4 0 A< Z a Z � J �0 ❑❑❑ W u� H •�- Z Z � Z � a CZ �f6 N C) 0 u., �N C Qggr= m _0 8 C _ • Q M N wZ Z E 3 g• E V QQ� wap UJ O ¢ Z N �� °do WZ ry N C o oZ Z J `� `m 8 Z o 3 LL oLL NW J g N �_ �w co �N 0 = n� ci � W W 0) CN C 0 70 C O T 10 .G 0 .T� Z N T T O � T E c_ M Z° Z E C)H c FL rJ _J Q O JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 3.1 1111J11 6ce._4" .1i1 U _'1�L:dll .ice. i_L ..I..,.._. __1 ..,, . I.JLlLjwdii3I - - - ___ :._ 11. _ .L. A-4 -IL .. . k i r i., Nay._ _ - - - - - - L- I.'_Ai. , l__ _ k— _1 - - -- JL .u�.�: � �.a� E_..��.� uu•u�_ �,.;ru _�_ i_ `ce I c a 0" 1' OIL--i--1------------ "26 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� 28'-0" RIDGE VENT 12 _:Z�5 — _ T.O.M. HDR HGT. -'— — — — — — — — — — — — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - ' 60 FINISH ON C.M.U. coI (TYP.) ifl 25 SH 25 SH 5068 SGD F.FL. REAR ELEVATION - 131 SCALE: 1 /4"=V-0" 12 �5 ---------------------------------------4'-0" - - --- TEXTURED 2,-0„ CEMENTICIOUS 01 FINISH ON C.M.U. (TYP. ) 35 SH ---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I -------- RIGHT ELEVATION - 61 : 1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 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/ portiand 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. \\��11111111f f/h��� SRO WN Pr'' ? Q U P'(� Q9.0 F .�'•� f//IIIIi1►1 � 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. 0 Q p e� E �p pip OOO - -'0 ik li rhMrN #COLt di 7u-N 22 LL Q Vj 0 W VJ aww a cod Z a�rn Zo m d _ Ix m o m2� W m�Q�rO Co EZrn aCL •L LL ' O Co N W p 0QN N C4 ZZ 0 � z ° ❑❑❑ W 'C Z [�4 CO Z My d O N �� z (D CZ (� LU w J� Ow to to c ZD U w ~ E $ I S Q o Cl) w M w C E CO z � Z�A 0 Z �gpQp 2• NVowo C O U cop 0 V ZE)E N°d � nZ 0 <o �Z wz m :3 rp C - C ZU m= o oLL 2 Z Qi 9 ym o� W z o W a U� a J o o Y �� Vim' iIa v 3 �N 0 = d' .� N 0) 0) a N .-. a c a m C N Z N (o r Ln 0) O 'd' E N M o Z Z E O E d a U 0 Q p JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 3.2 k11r>4- I,It _ - 2" VARIES 1'-10" 12 CAP r CAP 2" *NOTE: iv 1" iv FOAM TO BE USED 1" RADIUS M ONLY WHEN ^ 1/2" RA a DIUS �a REQUIRED BY 3 1/2" RADIUS .-=IN COMMUN TY � ao - SPECS IF NOT, 2OPENING VARIES 2" 2 T, " i. " " ^ 3/4" RADIUS 1' " = CD DETAIL TO BE 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv 1" =VARIES „a ^ EDGE OF icy �• OPENING VARIES 11�11 _ 0 21�� VARIES 1 =' 2 1" V-4" 12' VARIES 111 " .pia 1 ^ 1 _p" 1 ^ 1 1/2" RADIUS 4^ 4"^ _ 2 1/2" RADIUS q r 11 yx 34"k a — in *- C?T _ = - io z mod' .-IN CD VARIES 12 3211 11 32" � N EL 3n 2„ d BASE BASE ki 3n 12^ 4 r �x = a 111 111 a r �x a / • o �a � *NOTE: VARIES 8" 2" FOAM TO BE USED I:o 3„ ONLY WHEN = REQUIRED BY L1'-6" COMMUNITY = 1"x. SPECS. IF NOT, 1" OPENING VARIES 2" d'N DETAIL TO BE 2^ 2^ BUILT W/ STUCCOIE. �^ EDGE OF I ( 2d • OPENING M- 1-1/2" THICK 1-1/2" THICK 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 - J -4"--} 10" I I iportions Residential 8th Edition. Engineers signature and seal is only for the stn aural engineering n9 port of the drawing pages bearing 10" 6" Engineers signature and seal. m 2" d " z V lh O N W N LL LLJ a w w c �_ >g'LL ad° Z '0- 1. o o =v 11 ca « m o .Q, a1" iv 2" 4 3 611 Z rn N Ci o Q J 2 x n 2n 2n " L NQMZ U J / z (5v ❑❑❑ I IL 1-1/2" THICKPq ^ c� m 24" n a y r 1" 52 1'-5" 52" m 514" 11�n 311 N z _ c�.2 C1 z oo = = 7 i' +J v, rn �`r (6 Lu o11 1„ 12" VARIES VARIES Q 11J 3 N c 211 N �� � n 04 w W2 AF § AR h VARIES VARIES c - 8 mid • l7 Y Iz S 4" $11 1" R11 P W o 3211 �� 6" 4" KEYSTONE F11 0 = 00 LL g 3 r--------- r _ - o a Iv = KEYSTONE F11 e� OPTIONAL OPTIONAL O = o O z I N N F.. ni x u 1 1 H U `° 41x 1D RQ4 n L3' 3'Z4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" ~ �$ W o LL 11'=# o NOTE: aci y o E • INSTALL OVER STONE, TYP. y = VARIES • FIN. TO HAVE TRADITIONAL n 8w LOOK & SMOOTH FINISH W 3 o • FOAM/ EPS MATERIAL IS �? • • • ACCEPTED o << �o c Y ui ti NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 111 1x 2'-1" SMOOTH FINISH 1" 1'-6' ld 12 511 1'-12" 5" .. • FOAM/ EPS MATERIAL IS ACCEPTED L. C 2n cg T-8" 7" iv /N co 4" 3'-0" 4" - N/ 1" loll 11�11 101, r = > j = io 1 j C VO)) d _ N N O x _ Q CD `v o = c d- 04 N a o r s .Z N r N L0 r cy) r - E N M d °P 9 � z +i+h iri r Z 0 N 0 C -TSie a U J Q 0 J 1" o 12^ JOB NO : 20-2748 SCALE : AS NOTED GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER �@wp WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS +� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN (O� EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-[JB PUSH BUTTON SWITCH (OPTIONAL) F0 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. (� THERMOSTAT J ELECTRIC METER a ELECTRIC PANEL _00-i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL NEMA 1 200 AMP METER 200 amp 150 amp i nett POWER CO. FEED--_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 cropper to Dryer or 4/0 SER Au 4 Bare Cu Ground 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. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4'=1'-0" 0 N N m To the best of the Engineer's knowledge, information and belief, the stnrctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Oth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 11- a E 08 t� LQJ -, - th N f` N M rTl oD LL di U) N Pt LL J w LL a 00) 13 0j N rm W co t1S Z i �ra°ho W_ mmo C14 I Z Or�Np C4 4'0 U J Z ° 01100 W z "' (n N �4-J z — U fo U w C) 0 W to c E ty c' QCD co W o � E s ?o O E V (O CIL k1Z 0 XU oa UO �U Z o o E N .Q go rc � o rp N Z UaU N O '0 2Z > 2 Z W J yip Z 3 3 $ o U az W 3� i; LL � o o co .2 .2NilOi > 'd' � ^L B W CN Q C 0 ' W^m C r 04 0) .r Z N r" LO r r � T E c Ire) z l6 Z 7 O E IA a U JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 4 v Z m x cri n N 0 i m a v v N 0 3 04 N N 2 C 3 tc Q N N E E c c Jq N t� 0 CS a 0 x Lz N '4 0 a 0 0 �R ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total Q. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) *'NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 $0. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. 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. f�f�f! P1�iR��Z`cl!!3l91111lfOd `'• 42 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 stnktural engineering portions of the drawing pages bearing Engineer's signature and seal. H = a �m o �8 N D fJ o CD CM C' t- ry C ib u- M - S # .d-. •� LL . LL LL CL Co N M W ' C Lu aa� Z 0 a; v - W r»' op;CS mmo too�m W Z ILLLZ 2�EpTm GcL ACM"C lQQY O y N< (oZQ C3 O� J U ❑0❑ W t� z N M z z g Q rz � N z 0 U5 C1 .0 Cn LU Cn a O V) ! w 4 r~ N �e= O • Q cfl M m w z 6 Q O E a a ' > i0 w H o z O E C"go L o< �p 0 d r0 c �O WWry ms '0 $z N mm a g� o g z o co0$ os �I�d o 3 �N C = L tM > ._ O ca J .•� Q C rn O a m o O .� Z N cD r LO �— /�� I V/ ) r r —__ o �t r E E c N C')z c E O E U z = a _J Q p JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 5 c d n 59'-4" 611 H.B.t TYP L S3 2'-6" x 2'-6" x V-O" W/ (3) #5'S E.W. ~ r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" `�' 'v (2) #5'S _ PSI CONC. GROUT FROM FT. TO BEAM W! #5 REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPE _ in ' STEPS AS (1) uO TOP OF CONCJ PAVER TO BE 4' I REQUIRED ABOVE SLAB TYP @ ALL I PLACES SHOWN HOOKED FTG. I `Q I � BELOW FIN. FLR. " " �� 2'-0 4'-0 2-0 6-0 ^ " �� 4-6 2-6 PER FIELD CONDITIONS I I - �0'-0" DOWELS 5" EMBED W/ 25" EXT. - CJ ABOVE SLAB "GRADE 40 STEEL" CJ - - - —+ I I - - r — - ■ ■ ■ ■ ■ ■ — r I PROVIDE 1 Y2" RECESS I I HVAC CHASE I AHU ( ��'��i TYP FOR SGD. REFER TO I BASED ON I I 1 L MASON'S SLOPE FOR n LOCATION i \\W.H./—/A = WIDTH - I LO M I I I I i L— I (2) #5 REBAR I 1/2" I 32'-8i" `� , 4'_g^ VERTICALS w/ in I �3 FILLED CELL L — — 37'-!q" I 2V-2j" I 5'-4" 3'-8" I 7'-8" 6I 1 2'-1" -31/2" I SLOPE I 4'-0" I G I OPT. D II PPLI 11 I °P I CJ S3 I --- CJ —rr}-- ----- -- r II 14 CJ I -r fl� _-- I I I I I I I I I L- J I I t--=__yt=�= —C--�.----- �1N — — — EDGE OF SLAB 2" I o CJ r — I — — I = 4 = O O ■ —I KITCHEN ISLAN r I I =------ ���==)�-=� IN U _- 1 CHASE TO I ISLAND I I 11tI I BEYOND WALL I J 2'-6"x2'-6"x1'-0" I LOW WALLS I I D W I Ml 0 1 1") 1 I ====-J1 1 -- - - - - - - - S3 I o W/ 3-#5 E.W. G CJ = � J� INK / DISC J I Irj I K M I S3 1 I 2'-6" 1 iv 1 1 11 / 11 � S3 1 I = o I 23'-11" 2'-10" I IL I INt I us)I I 11$" I I I I (2) #5 REBAR A S3 o h I I I I f K S3 VERTICALS w/ in FILLED CELL o0 iv I CJ CJ - - } - - - �- I - - - T I I - - I r-j■ 0-0 �— , ■ i1 L ,'� ------ —J I Li 11 co ao I ■ M 13'-5j" 7'-2" \ / 1 1 ■ �, CJ CJ 1 A. CJ CJ CJ co I I '- II '-;; � 1 I rj 3-1/2" MIN 2500 PSI CONC I 0'-0" I /I,�i SLAB OVER 6 MIL VISQUEEN ■ VAPOR BARRIER I rn I I I ° I (3000 PSI CONC. SLAB FOR r,l i M HERNANDO COUNTY ONLY)0 I L--------------- � 11 I y--►" ----I-- ------ 1 ---------+--------- J d• ■ ■ ■ ■ N ■ ■ ■ ■ ■ ■ ■ ■ ■ 6'-0" 4'-0" L S-10" L 4' T-8" T-4" FOUNDATION PLAN MONO - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN.- 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Uj co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. temate: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" go WIV : J r � � U A FL rr��A� ROFESSION����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 61 I- _ col,' 8 N m W CD$ 0 N C) J �LL �LLLLwa S , rq 0 ,611 W ai�LLi2aLOU z Qa� p �9 = °� O F gO a , m 0 CO W Z L iE01rn o N N M Z Q J z ° 000 W z z C � Q t1. U I N -J tf z - a- -+ LU OW tov) c 8 U 0 Of w o w M E o oLL < F �o Q E 0 Q oa 28 z 8 mo ZLL � W Qw W N d °o v a ow Eji�°d v �N 0 = L > ._ c� O O O Q nn Oi Z N cC r L O T E N N z Z = E O E w a U -j Q p JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 6 VIN rvo rrn rn -v 2 m C v _ rn N 0 I O m C CD N 0 s I N Z v x rn 3 FV- Q Cx Np G E t"- E CL 0 C N L%. 0 i a LZ N N 0 a 0 N O z W 3 rR UPLIFT CONNECTION CROSS-REFERENCE MARK 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 400 320 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 1 112" 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 518" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 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 HD713 * 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 3 112" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 *' 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S 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) 518" ATR w/ 17 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 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 - 10d HCP2 590 555 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 REQ'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 (A) OR 2 PLY ;ARRIER 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) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 LL RRO�EE STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEOGER� (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET 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 U SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—B1 SCALE: %4"=1'-0" �iiFSePFir*iffpfl t`.�µc� O �-41b F R cab io'•�°'°• .... ' ��. OF E S S t O l;`�`�� ffflttitii'�« 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n O cS 8 ie tp O N �p 8 r.- C K1 N lJL '�Lu LL 2N LL LL O. uu Q y m t` S2 Q uu �y >= a 0 Z rn rn O da_ it m 0 «° W 'mo�tD m�� W g E&rnW o W Z CLIL N QZ QO M aQ UI—� W Z N Z Q � Q J Cl) tl N 13 N z w U M O — w V1 c/� C) in U ® E �— 8 c ! 2 U �' • Q c Q o W M M i Z t.L Z. . �� o° Q zo Q O E cC C CL ? X U oa ZCC CD°dz N � 10 a0W wz i • fQ N C ao o U 0 m0 o ZLL ' Q W is 3 �3 0 zo 0 Z yW W U O co yZy �I 1 R is 0 0 `N = N L tM ` to c � J .-. O T � = p Qi T co L O /� r � O T W ' M N o z z N E O m M c a U 0 JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 7 : :1! GENERAL INSTALLATION INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Sae vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS I 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. �i RKYA E OM me F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cI""f precasilfntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 Ag = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. AT TOPALTERNATE aD (1} REQ'D SIR POWERS STEEL LINTEL ° S A ° A ° ° .M.U. ifs REBAR AT TOP w a° MIN. (1) REQ'D d 1-1/2"CLEAR x a Z ° " n ° 2 GROUT > ° J Q Q D F ° 4 C.M.U. n ° 5 REBAR AT rn = - to w f Z W BOTTOM OF uni - a O LINTELCAVITY o V 3 t~n'6 \ Lu n -BOTTOM O�tj00Lu REINFORCING PROVIDED IN Z : O W > — 7-5/8"ACTUAL 8" NOMINAL WIDT LINTEL ¢ d o� �No ¢ �, 5 REBAR AT BOTTC AS INDICATED (VARIES) rya a n n LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenbtiuos coating. See contractor specifications O 6-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL O MIN. 17'-4" LL O 6-10" LL LINTEL PLAN - ELEV-Bl SCALE: Y4"=l'-0" a U 0. \\ SSI\\ 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. F 8 m C" IV � W u_ M r-- ar d✓1 =�a � LL LL LL M ' S a w W y'5 52 a 0 O and W 0. 0 m W W a 0 r, 2EO1 ci pppa NQc+�ZQIL U F- ° d ao❑ W Z C-4 C9 z g v a � V) U C1 � N LU O = 0 8 �( • U � C a � � 0 M J Q E O zo w a0 }z �0 Q�p E OV rD r O 1= �� O X U oa ii p w)r UO U Oa tr Z to mod„ L U �g L w rCO3 ++ O W >v rZ U 8 �o a a U w�w � CD yz CID 0 3 0 `CV = d DC � W to 0 c � J 0 4 a- W m � �.� O it T t0 0 a) 0) . Z N CO T 0)r E c M Z Z r_ E CD U y c a JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A- WILL N LONGER AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CC C) 0 0ER BE PRODUCED FOR RESIDENTIAL OR GENERAL W L G 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 11 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, 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. LOUVERED 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 6TMS 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 ad. (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. AC1301-11 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 ed. (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 ed. (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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY: y4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 WI (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 UC URAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, 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- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1., FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3116", 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 ed. (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 Sal 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. Irri ation/spprinMer s stems includingg all risers and spray he shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grad8 shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is requireess 9. FBC-R R318.1.5 - nkxete ve and mortar along the foundation perimeter must be removed tore exterio treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildingdepartment by i licensed pest control company before a certificate of occupancy wilissued. 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 5'-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: 5B 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 CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" 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. SRO WIV err ,' P •'•NSE /4,�Nt• r S F L O' 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 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q pQo 8 m CD O W R N LL 22 LL M �j C U1. W Z vCOCD 0I ram Xmo W a;CS r C N � m 2ET �o�a un N O C NroZ U OF J aZ z °6 DO❑ W F C9 E z z a � �� rn 0 ti1 w F- c E ® U ,,, ~- o g ` U S o w . _ i o ZO a EO w s° ? Z® oa _� X oa �z Z O C m ` ip *$ -z W� C{J� C y0 0 ZrLLr >Z z VJ J a N w g02 O U W 1 i 3o yW �� J o _ w WO WO O §k ax U=$ 0 `(V = � W LL C 0) CV nC' m F_ Cr O r p CF) Z N (0 r ul T T � z T E c N M Z M Z E C:) N � R m a _j JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. SN maw :wu Ai - 3 v m 0C J N 0 i m rn 0 1 N 0 C 3 FV— Q N N E 411 tE E -) i X t� N N S a N N J9 z CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v r 15/32" CDX co PLYWOOD OR C7 7116" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 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 + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + /++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" p nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 woad panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r FILL CELL STD. 90° HOOK BOND BEAM w > STD. 90° CONT. #5 BAR I HOOK �(�� BAR CC i CONT. IOM )UNDATION ) HIGHEST )ND BEAM i CONT. IOM )UNDATION ) HIGHEST )ND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2 max ) gap • � 4 max. -4 Clinch nails when possible 1) Support batik 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y"GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth Guts. N.T.S. -- -- - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR j 1_011 p a GAS METER O o N _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-51' 1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 1 T-3" 1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" f 10dl nails at 6" o.c. �/ Provide adequate hearing for each lapped joist. lodnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D Id (see table below) DO NOT cut, notch or drill flanges it Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1n14" 3-16d 3-16d 5-16d 5-16d 6-16d 6-16A higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* C pits When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6�1 A l 2' ROUND HOLE 6�� 6,1 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 V-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-0" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" V--2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (it) 16 V-0" 1'-1" 1'-2" V-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7' 2" 20 V-0" 1'--1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" 24 V-0" 1'-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7' 2" 8'-4" 9'-0" 1 W-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPS( w/(22)' NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION V1N. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. 7THR Installtight totop flange.SLESTEM • FOR •• • . • • • FOUNDATION INFO q ' d' ' • ' STEM FOUNDATION GRADE \ REINF. SEE PLAN Filler block. Nail with 10-10d nails. d Backer block required where top E { mount hanger load exceeds 250 lbs. Install tight to top flange. FUR A d Q — 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth 00 I -JOISTS BUCKETS N.T.S. >1 } r A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON 1OA.5i (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1'111'1r \ /r 1"1T1/1 A 1 TI lr'%i 1 r\ t11 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION d d Q d •' d'd ' •d CO ? \ • v• '••� d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dam' d { dV L a A . e 4 e d o a P •e SEE FND. PLN. SIZE & REINF. •+ NSA • N ' G� Q G FL i���','�O 7"1111i ��`� �t t1111 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. a FW- � $ - a W V V 0 N °Np LL M r O 5_J LL_Jw a 7U.N U. di ■f M w N a LL aaw 0zXo Z �0VM W09 Wm0 °`��� Q�� �E�rn spa �' sp co QO :1NaLo ruZ U H ILW Z � � DO❑ W z � z d C. c� z u o � � LL . V W � o V `- 0 c U� � � o U C° a. W • W M lJL z�o i ii � Q ce aE s Z oa E' (V t� CL O o X U ao 08 z N � i �o ao %z .�-. ffl rj C Hx m� F O W 2, z � yy a� V) J y < b� � Z �o W 3: 8 SOaLL U a t �r 05 . � yN _T_ ca to W ■ Q C O ^' m CEO c o � 7—= CD 0) Z N 0 T-- L0 r I O) r Qi O d' E -k . M N N Z Z E w € a ci ¢ o JOB NO : 20-2748 SCALE : AS NOTED SHEET NO. SN 1 3 C9 7PF _TPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM 5/8"OR 1/2"HIGH STRENGTH 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 (OR "GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM 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/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP,) WALLLHGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, Ff, 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON RP N @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� @ 6" MAX FROM END OF 2 x PLATE E SLAB & BLOCK 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 (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS P. T (TYP.) " = '- Cl) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 ° A.F.F. n x6W1.4xW1.4 O.C.) 2 ATTACHMENTS 2 „ 6x6W1.4xW1.4 a ° (2) LAYERS TYPE I OR TYPE II ° ° , ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - '" . .. ° °' 4 p .. - - ° ° ° ° 4 4 `° " Z 4 ° , ° 4 ELEV. 4-31/2 ° ° ° ° ° ° °a ° ° ° 4 A.F.F. S 31/2" MIN. ° 31/2" MIN. ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - - ° - ° ° , ° 2x4 CONT. ° ° e 1/2 " " e - �� " "(min.)- TRUSS @ 24" O.C. U.N.O. _ _ ° ° 4 = ° ° ° 4 ° 0 ° 4 ° ° N 00 _ ° e _ (min.)-4 ° •' � _ _ ° ° 1/2 ° • 12 HURRICANE ANCHOR @ EACH - _ _ I I° ° 4 ° ° GARAGE DEPTH VARIES 31/2"(min. -4" 31/2"(m n) 4" - - �P•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" - ° 00, - METAL PL. UNDER EA. TRUSS 4 MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rW� U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLKo,_C� . TYPICAL BEARING WALL @ STEPrc�c NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1-0 "_ , " S3 SCALE: 3/4 -1-0 " 1 " S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGHI-F ALUMINUM DRIP N�°'�s�t STRENGTH CEILING EDGE o�c� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE \12"N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C S SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 60 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' ` NOTE: FOR WALL HGT. s 8'-6". ROWS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION F SEE SECTION C/S3 FOR BLOCKING @ 3rd PTS FOR WALL HGT. > V-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 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. (10)10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. @ STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GGIS3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR 3500#, MIN. TENSION 2600# ) (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS C, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL TYP. ASSUMED FINISHED -1 c PER MFR INSTRUCTIONS w #3 OR #4 REINFORCING BAR w , . ° e FINISH lx2 PT WD FURRING @ 24" O.C. ' ' GRADE- ° ° - LU GRADE 40 MIN. Fy=40ksi #3 8t #4 LAP SPLICE m ° . ° (1) #5 VERT. IN FILL MONO OR STEMWALL ? e = _z r> °, FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fr- 60ksi] a p . • _ — 4 1/2" GYPSUM WALLBOARD CELLS (SEE ° FOOTING MONO SHOWN o LUr- U.N.O. FOUNDATION PLAN o p FOR CLARITY ° D ° 6 MIL VAPOR BARRIER ° - ' T R 1 7/8 rn " FOR LOCATIONS) ° o ° P _ p , = 1= = =III=) 1=� . N a #5 REINFORCING BAR - - 1x4 P.T. BASE NAILER D I II I II I I I 1111 II � ° g #5 LAP SPLICE (2) #5 CONT. - - - 4"x4"INSPECTION D ° II I II NOTE: ° I I I I 111 II • ° ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g III -III -III -III -III -III- N FOR BEARING WALL 1=III=III=III=III=) I I I COMP. SOIL. (COMPACTED TO - ° 3s"MIN. LAP [3s MIN. LAP] " (TYP 8" 1'-4" 8" ) FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ _ -_ _ _ W/ UPLIFT ONLY - - - __- ° 95 /o MODIFIED PROCTOR ASTM 10 " MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER III= I=111=III=III-1 I I=1 I= I I=1 11=III=1 I I= I I=111=III=III= -� I-III=III=III=III=III=III=III=1 1=III=III=III=III=III= D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. "-"�-i i I I I_I I ;III-1 I 1-III- i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ,I CONCRETE d NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG WWF W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ��_ � .� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 „_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E °° = Z_ A VARIES I � 6 x 6 W1.4 x W1,4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x 09 �� 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () LAN ER S.G.D. (U.N.O.) WWF OR FIBERMESH s MIL VAPOR ► I z_ min. 4" 10d NAILS TO TRUSS FOR TRUSS BARRIER 1 D i p N e = a ° � GRADE T 2400.C. MAX. " SEE PLAN FOR CONNECTION INFO � • � COMP. SOIL. a '' � e 11 - TOP OF BEAM &LAYOUT DESIGN . : o° COMPACTED TO 95% - - a ' (1) #5 REBAR w/ OPT. = a ^ ° e N a a MODIFIED PROCTOR - S. E �I �IVCLOSURE (2) HTS20 FOR STRUCTURAL E ASTM D1557) — — �=Tr - BEAM SIZE & N Q, . � c 3 MIN. CLR. " (2) #5 REBAR CONT. 1'-4" (1 STORY) 4' CONNECTION INFO M . • , � . ° � � � • ON 3"CHAIRS TYP. � STD. 90 NOOK (SEE 4 1-8 (2 STORY) DETAIL) MIN. 2x4PT i U.N.O. PLATE 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L 7„6" o.s.6. MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" =1'-0" S 3 SCALE: 3/4"=1'-0" S3 w ¢ SCHEDULE OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL 1 /2" GYP. BD. COLUMN LocnrloN > > P T 2x w 6x6 P.T. #2 SYP � SLAB INFORMATION. HOLD " LU FROM SBinDB LU ABU66 SLAB STEP & RECESS S.G.D. rM 0�-op CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND �-¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ^ ,`, a.: -3 1/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS = 13" O.H.D. RECESS •` GARAGE ATTACHMENTS & 18/Di O.C. PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ,. EXTEND FILL CELLS 2 M = W/ DRYWALL SCREWS 8"O.C• EMBEDMENT @ 12" O.C. @ TO FOUNDATION PAD ° "' •' •' • :� • ' • " ': ., '' ' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r Cl) .'' �. ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PIAN �, .'. �. y': `� _ _ _ • :. ` d (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS c0 GRAD a a 4" 00 ,. •.o _ ;* ' -' i.: Oo , .•� TENSION 120#) CONCRETE SLAB E _ ,� °-�., FILLED SOLID (SEE PLAN FOR - -_ -_ - - - - - ° a r- - 4" -, _ a° = 6 x 6 W1.4 x W1.4 c� SIZE AND REINFORCEMENT) c7 ;III=III a a• 1=III=I I i=1 I I=1' +.:- •, ::`� .,� +: .,• :,..: •aa = c . '- WWF OR FIBERMESH M •� Z w=1 I=I - I 1=III=1 I=1 w f= a w w ��I=1�I- v - .. • s _ ' BRICK PAVERS or SLAB PER o I rn _ =I I=1 ! • °• - - - ' z SEE A/S3 OR J/S6 T ATLU0'-0" SEE A/S3 OR J/S6 - M s MIL VAPOR -_ _ I FIN. FLR. COMMUNITY SPECS � =1 I I 11=1 I I=I I=I I i=l I I III-III=III= DOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER ' - I I - I I-III-III—III=1 I I -III-1 I=' BEYOND 1 (1 STOW) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) " " - 4- 1-4 (1 ST RY) „ PAD REINFORCEMENT -� I 1=1 I 1=�-' „ 3 MIN. CLEARANCE 1' " 2 STOR ( ) V-8" 2 ST RY ( ) 4 4 " " .•+ '� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH _ 4 . • • ,•. CONC. PAD INFO. 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"=1'-0" S3 SCALE -'�� SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. t4�<<t�ttk'i<f ff lll�'€ff V ��°•irs .,•N�``t��ys SRO IJ/� �.•Gc�N S �� •- %. v 43 cLL U r10• �OG� x i .�, "• S 0�.� u IQN ti €Illflfffii'�ttt� 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 fha structural engineering portions of the drawing pages bearing Engineers signature and seal. 40 M 61 � LL y � u_ LL U. a M , W !� 0 W W z 13 C 0 0�4 -Wmo a: I J W2E0'0' <oIL Ci NQMz LQ O UF— 13 z ° 0 000 W C" z z g r (7 t✓'f Z � v�LL ■ LU U a Ow ~ V1 c E N � U o0 '® w U as cIn I_• C W Z w p i �R 0R �O Q E U Wo aa'z oa oa ow �O o¢ Z O E N � dig "do ado 0MZ wz t0 N C o� ms 1 0 off Z E 3 sZ U 89 Z Low CZ CD< �' =S r 0:�o 0� °3 0 CN = > d' c CC N C O CL o T � ? C .� Z N T r Lo r I � r � CD � r E M 'c z° z E O N :3 M € a U JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. S3 (MONO) s p Zz a ZE m �(nrP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER 17. 47__� STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8"O/C FIELD 41a SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. 14 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 HILO • .-.-•.. •• �I!IN I , ..!!1 I1Irm Illli �11111 ME III IIII IIII�� NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. [�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE .J LU T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ..`, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a s POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. IM SF p�Npo� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r rv.vr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 '­—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMtS)ON SP2 w/ (12)10d NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) U O/C FIELD /N z n 2x TOP PLATE M Cn V2-16d 2X4 PT STUDS @ 16"O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK A I T 1 /\ 10" 0P . AN A I I A 1 1 A. /r A A A A A A / I A I♦ .. w rT A .. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE 7 NAILS TOTAL) EA. SIDE OF 48° SPLICE STAGGERED M ' �N /-10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (A16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K�M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 ° SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) *AA. • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTTS w/ (26)10d NAILS (4670# SPF) A A • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS c� SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING \I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 " d / v d 2X8 P.T. BOTTOM PLATE CD) 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 tlfSlflNyfl/j�' `42 �FtO Wly Q 'op • •. SQ. FLO v ••., ... //1 OFESSSO�f�i ��/!!lltililtl�� 1ti�i�1 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 stnrctural engineering portions of the drawing pages bearing Engineers signature and seal. W Q cc o 8 N V 0 0 t71 J 2 CD 4 N to- di N Q Nth S w . 4) 52 awa w Z ¢*rn Z o W v2 m m 0 2E'T Boa 7• L N Q M Z U0 J Z ° ❑DO W M ,n M � z z Q CD d N (n N _ M z LL �LU _ M 0 ri, �� ' U 00 rlr � 1; SO m w Z _j U_pE K o Q E goo U X U 00 U zof N L ate& ,•Q%. Co C 6 O 9 f a oLL z 9.0 90 w `� z W i 3 .o yLL z � �� CO _� ° 0 d B W .� (7), M -' CN ^ O ^C^'' v (0 �..i 0 CD04 t- '0 o O) .� Z N (o T L0 r 2 0) r r— r 0 lqdl T ' CV M 6i c ? to Z £ co C c a U _ v _1v Q p JOB NO : 20-2748 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (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 TOENAIL WI (2) 16d NAILS SIMPSON H10A w/ (18) ()10d x NAILING SCHEDULE FOR " " 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 4" O! MID HEIGHT OF TRUSSES EDGES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d A WEB AT LEAST @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ (SEE A LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 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 @ 6" O.C. EDGES GYPSUM WALL BOARDTNAILS GABLE TRUSS [��1/2"CDX AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1Od 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 @ 2x4'7" 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. MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. �° WEEP SCREED EA. END TYP. TOP & 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)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" 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"x21l4" SCALE: N.T.S. S`CJ SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES 1Od x 112 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 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 F STEN FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2T 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. O. 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'T' ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL--,,,_OUTLOOKER @ 24" O/C X-BRACING, AND TOP " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� � SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ ill 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;o 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 1 1 2^ " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)1 Od TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" 2X4 PANEL BLOCKING ATTACHED W/ 2 -16d OSB SHEATHING ATTACHED @ 48" O/C FOR THE (2)16d NAILS 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/ 1 Od 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 @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2) 16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w! (2)16d TOENAILS 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLYj 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE 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 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 1063" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS S>S "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 52 SCALE: N.T.S. SCALE: N.T.S. `- MINIMUM (2)16d PER JOINT `- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES rTOE NAILS AT EACH END @ I 24" O/C (TYP) 0 z W BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL "L" BRACE 2x4'7" BLOCKING @ 48" O.C. 16d NAIL L CE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL4 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" O.C- \\-" TYPICAL ordij GABLE TRUSS WEB J 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 r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - S-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS 1--CONT. BEARING GABLE END BRACING DETAIL SCALE:3f4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & 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)1Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION :\tt�i4EE"ifffllll Q-' DNS E 6 • �� :•V �� U C�Q . OF 4 '7QFESS�Olt, 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 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1- 8 N `I? So J V g # LL Lo is :5LL—:R '' - a 'N� �WaaLu ? r L' Lu vn— zo mo=rOE �,a m W 1 E T;Q � hv�ai RzNd' o�3Mz 60J z W z N l7 z g_� a �o z 9 N o U. V � ,y r_ N c U 35 ' W ~ O $ 61 1 c v � � 4 2— CD w M o E =o ,o Q a r_ 6 � 0 U❑ 0 0 Z O N L a °d o as 12 ram.. C €<❑ 5 '0 zLL z Cq J Nma% a� iZ N � $ Z 50 '0 � W ci 3 �o yE �G `3 O O CD0. wa 0 ' gl� ci3 0 `N = 0,114. ^L co C ai ca J O m to �+ R c O T ? NO Cy) � Z N co r LO �- I c �- T T i— E N " Z z = O L C FL o 'D - ¢ o JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. S5 4. r•-9 1. ,r J ; IL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #6 REBAR (TYP,) ' PLYBOT 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 2 ROWS 3116" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (�,P ) ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2"EDGE DfST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. 90" D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -112" N TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT a METAL SEAT PLATE O.C. & FROM DOOR JAMB (REFER 1 /2" DRYWALL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' ' B F BAND TO PRODUCT x 3-1 /2" TAPCON 16° T JOIST TYPICAL JOIST APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — -� I APCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' ±2° NOTC @FIRST COURSE HGAMIOKTA 12" O.C. @ W/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ D MIN. 2" EDGE DIST. �� (2) ROWS 1 OdX3 2x8 ` ` INTO BAND JOIST & (4)1/4"x2 3/4 " 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL ±5" NOTCH WEB FIRST 2 COURAT SES SES ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS 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 ow SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"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 P SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :. ° 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. 4�' SCRIBE (NOTCH) ( FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL �... ^ . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. . INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. I EN w/ X °��igygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16 O.C. + LFN r rr r(CENTERED) 1 -Q 5 -0rr SCALE: N.T.S. SS 12 + + C T y PLYWOOD SHEATHING Y JACK TRUSS PROVIDED BSEE + + 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 ° ►.. /4" MAX 2 -0 8 TRUSS + SOFFIT + , #5 BAR 4, • e • '' D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10�� • ` • . ° CENTERED W/ H BLKG. & BUCK 2X6 TO 2X4 H (10) 2X4 SYP • , ° ' ' • •° ' • IN TOP 4 1 X 4 FURRING NAIL/ EACH TRUSS _ KNOCKOUT/ N .a CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING _ SIZE AND REINF. PER PLAN � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -! BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL • 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .► • DIRT • Is z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'-0"MAX SEE PRECAST LINTEL ••'. ° STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION IV #5 BAR IN ! 90' HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CEL L , ,. �. �. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 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. ' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B_B SECTION ENTRY @ L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" 1-1 SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ) PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" a #5x6' EMBEDDED INTO EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING R REINFORCING COVER 61-01. EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. t. X� e w a A REINFORCING AS FOLLOWS: — LL a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p g * PRESS PANEL REINFORCING INTO PLACE. v i #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ > , EXISTING FOOTING 2 #5x6' IN CONC. ( ) * N REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL COVER PANEL REINFORCING PANEL ' ¢ _ rn N FILLED CELL SMOOTH. DO NO FURROW. ° ► .° �� DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p .' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `' 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 o \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° � ° �.a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4"-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. 1�,461 O1 8 FLU To the best of the Engineer's knowiedge, information and belief, the structural plans and specifications contained within these drawings empty with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a god J 0 a �Mrn 5 LL LL LL d i» V? N Ptw rri drii aaw Z � L g o W �p;� Imo W IL = gE°iO� ac� ��No goy NZ�z �03 W � pQ� z N t0 z z g a � Q) z z ■ OW (n N Lv E ® U LU = o O M W z J IE E o� y ¢ a 0 c zo a= ca ° c <0WX X V o Eo �< °� Z O @ L z N� N �'� Z oz mw W J 3 3 a 8 a gm -Z f 0. J tD J= I" 3 C La W m 0 "> c Q Q a ^' c W m O r 04 :3 O) 0) 04 Z (0 T LO i• ei I o) r *- M r wcy) ' c Z Z m O E .. H m v m m c a U Q p JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. SS f c v N 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ----- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg_�l 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS r r.%Jvv ..`Lj TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOFSLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS �3 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „k * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATE SPFFTP BOTTOM CHORD SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW e MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH H11:1111_1W BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ROOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SC EDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 11 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. -7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER ! CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL � SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/-----"L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ 06) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS FIII/irt/��'' ..... E • •., '� �j •� �, • : _ � ) 0 _ 'cc: R O F E S g\Oa \\,\��\\` 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, rn a o 8 a`° v 0—o"o 3 - N Lo J � � y g- U. a -C, Q 13 Vl W U rn LL I of W W Z o C u,4 W. m o Wi E_T C,7• N ¢ O C14 U I—Z ° 0000 W M V V N z z o a J to z 0 1ty r 71 _�L, fn Y w 2 O2 r_r_i Ul c .2V.M u m �— ! g I C CO Q9 o M p w Z {L za w' N®ua0O OE � (16 0 U�oU01° U�ao U zN �Z<m0 N� oz Z QW f WZ 2 � Q $� o �zo aZ �w W C> a- J � o .z <Q o CC)-0 �w ila ox U 3 0 CV = W n: .� 0) 0) cc Q C ID C) a cYi ^' 0 W m T CVO M .� T = Z N co T LO T i E N "' Z z :3 O E N C a U q O JOB NO: 20-2748 SCALE : AS NOTED SHEET NO. D 1 _o N I 0 it m THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER FRESISITIVE BARRIER TAPE I (ASSEMBLED ONDM ) 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 -i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER dE BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR 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 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 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING NPER tTH 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 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 O 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 SILU 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: REASHEPAPER TO SI EASSHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish 0 SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 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 Rinstructionsin 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 corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- M SELF-ADHER /J TA" PER PLAN 1'-0" PER PLAN SHOWER SEAT Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 00 9 fn m Q SELF -ADHERED FLASHING PATCH IHERED FLASHING a Z :,. da PLASTER STOP - F- � X Cl) CONTINUOUS BACKER- U ROD & SEALANT W W 8 2 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 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 manufacturers installation and flashing instructions, or for applications not addressed in the fenestration manufacturers 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. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �1Z�tCS� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB '� SF LATH i__-_- III i� ER STOP A NUOUS BACKER ROD .ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N CD To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained vAhin 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. r» H Q 11 8 N tp cnD VFA O CD CM N J YMrn N.D U. o 0 J � LL J a .oLLN u_ co a y M W fn aw LU a 0�o Z -00rn m-9 X m o W �c°'a' aQ� Z N C M Z U� J z ° ❑00 W c z � z g M f1 N to v z (D i5C1 LL U 6V LU � a 0 w U � E $ U i • 3i w it o M M W Z LJL z o 00 f Zg, a� 36 Z O rO O X V oa o g8 wa o14 j MZ o �� '0 �_�� c Z J a i� w '. $� i rf'i Z a W �LL �wV aQ �g O °la Ov 3 0 CN = j \ '/ as 0) 0) J O 0 v CO C O r � � Np �± Z co LO To T I o) T r � E r, E N "' Z Z E O 0 m C (L U Q O JOB NO : 20-2748 SCALE : AS NOTED SHEET NO. W P A3 4 FL17244.1 ESR-3455 12/31/2020 A23 12/31/2020 12/31/202o 12/31/2020 12/31/2020 12/31/2020 12131/2020 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 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12t31/2020 12/31/2020 12131/2020 12/31/2020 12/3l/2020 12/31/2020 12131/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12131=0 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 1?J31/2020 1V31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 1V31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12i31/2020 12/31/2020 12/31/2020 12(31/2020 12/31t2020 12J31/2020 12(31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 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 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 _ 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31I2020 12131/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 ---- ----------_..---- ...... -_..-- ----- - -- .._ _._..._ - --._.. ---. _ _- __ .. - _ -- -- -- --CD - T APPROVAL PE I PR SPECIFICATION N (2o,a) 12 10 SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval members on the building components listed below if they will be utilized on the construction project for which you are applying for a '' a...e N � ' Q o Q Q Q L �•, O O •� � V% O Q O -�-L 2 _ O Q C O = = •Q L _ O O C13 O CA •- O O s_ N Q � Cl) Cc d o •1� (f� Q - a TrAHD212-2 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/3l/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate O /Subcate O Manufacturer Product Description Approval Number(s)Test Preseur+es Exp. Date Mounting Brackets � 10 Gauga1 « 41(2 x4112`x2-12 O Q + .AD O T•SS Ort (MaY be cut try W) $� igl�7Ur It� Right {1 �7 �� Bola �r2Mcii . A325 (rYP,) 0 _ #14 Sll f-MlI ,w N r�WS 1 Q' ��A NC Urlit �Itynom Hur"cairw5traP (TwIcalt 3 In fifont) Washers Froat t�S Support be cut to W) S��-�ACir,iRQ �IL1[5 r�� Uf t Bra+.��f (16 GaUQE`) � � �' SCT raliilSll`Illl fdCk�i3 i Uck Cross Support Nio A/C Unit Bcx#om Side (Typical: each sloe for hurkane use) ' ' j 1 ) m i�as>c eairit�Calrfidi.=r6 �A� a HD28 FL17232.2 ESR-3445 12/31/2020 HU28 FL10858.3 ESR-2549 Is000 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 (NON -IMPACT) ( CT) F120461.1 +67.0/ 67.0 psf 12/31/2021 HD410 FL17232.4 ESR-3445 1213U2020 HU410 FL10656.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 HD412 FL17232.4 ESR-3445 -�- 12t3l/2020 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 HDO410 _ _ - 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 12/3l/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12t3l/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/3l/2021 HHCP2 FL17236.7 ESR-3448 12131/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraR, Rustic FL7640.1 +67.0/-67.0 psf 12/3l/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM2o0802 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 +40.0/-40.0 psf 12/3l/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTT45 FL17324.2 _ Report 12/31/2020 HTT22 FL11496.1 ES-0130 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279.37 +30.0/32.0 psf 5/21/2028 HTW16 FL17244.8 ___Evaluation -ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2813 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/30.0 psf 5/21/2028 H1W24 FL17244.8 ESR-3455 12t3l/2020 HTS24 FL10456.24 ESR-2813 Cb y Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/2l/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) 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) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FLe223.3 Eveluation Report 12/31/2020 HGT2 FL10456.18 ESR-2813 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12131/2020 HG73 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 - ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 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 12/3l/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 JL28 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 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 JUS28 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 3. PANEL WALL James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 JUS28 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 Soffit FL15272.1 - FL15272.2 +70.0/ 70.0 psf 12t3l/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 C. OTHER __._. KST280 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 LSTA15 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 Underlayment FL12328.6 NIA 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED LSTA30 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 - ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Ps P Off RidgeVents FL16918.1 - FL16918.4 N/A 9/9/2026 LTS19 FL17219.2 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 7/10t2021 LTTI31 FL17219.2 ER-0200 12/31/2020 LTTt31 FL11496.3 ER 130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 O U O f�+♦ W C J O ii Q (}'+ v O L MV W LC0 UJ ¢ W z J z a LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 LUGT2 FL1724 ESR-3455 12/31/2020 LS30GT2 FL1146.1 F. METAL ROOF Gulf Coast Supply& Manufacturing,L 0.032"Aluminum GuifLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 .2 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2SIM2DO803 ESR-2608 MP34 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2608 MP4F _FL17244.23 FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2506 5. SHUTTERS MPS 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 Paget of2 Building Codes and Standards 3r*Mi$ 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/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 --_ - - -- - -- - ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 g TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA 12/3l/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 � Entity or BYt Bit BtttPfnODE 9sts � y� praineeraucetue vellaatadev VA[dow F®CAporovel 9grmYs9 ttlaao Revision zon Gategoy: Supply& Manufacturing, I.I.C. (35 David Daniel 1 Kuhn Locke Bowden P.E. 10/1z/2017 lononol7 1ol17rzon 12nv2on Approved Category: Roofing (352) 49&0778 PE-75518 (334) 3110-1800 subcategory: Motel Roofing into@gutrcoastsupply com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer owavAssurance Approved for use Auwrovadfor Use Irmw BF� Seats Product Model. Number orNams ProductDsscriotion contract Expiration Date In HVHZ Outside HVHZ g�g� g,�p, 1 0.0328qua;AluminumSvcrimp okin ver15/32&qu ;PlywompaluminumRoofPanel OM122024 No Yes N/A -NIA/ error .032& pact; lumina 108.SPSF 2 0.03zaqud; alurMrwm Gulf Lok Min 0.032&¢rd; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/a Roof Panel over 15nUquok Plywood-116.OPSF 3 1&quot; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04A22024 Yes Yes N/A +N/A/-131.OPS war 15/32&qud: Plywood 4 1&qud;24ge.VersaLoc %qud;VersaLoc24ge18.5&qud;Wide Roof Panel 04/12/2024 Yes Yes N/A +N/a o✓er 15/32&qud; Plywood-138.5PSF 5 1&qud; VersaLoc.032&qud;Aluminum 1&qud;VersoLocmkn.032&qud; Aluminum over 04/12J2024 Yes Yes N/A +NIN lsnzaqua; Plywood 101.opsF 6 1.5&qud; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24gs. 16&qud; Wide Rod 04/12f2024 Yes Yes N/A +NJA! Panel war 15/32&qud; Plywood-116.OPSF 7 1.5&qud: 24ga. VerseLoc 1.5&qud; VersaLoc min 24ga. 16&qud: wide Rod 04/122024 Yes Yes N/A +N/w Pandwerl5/d2&qud;Pywaod -123.5PSF 8 2&qud; 24gs. MegaLoc Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Rod 04/12f2024 No Yes N/A +NJAi Panel over 15A2&qud; Plywood +NIV.PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A696.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem 16&quuct; Wide Roof Panel 04/122024 No Yes N/A +NJA/-93.5PSF over 1x4 Wood Purlins over 15J32&qud; Plywood 11 24 Ga. Gulf seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lode, 04M22024 No Yes N/A +N/A/ 18&qud: Wide Rod Panel over 15/32&qua; Plywood-108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel war 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/S2&qud; 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/AI Punks over 15/d2&qud; Plywood -156.5PSF 15 26Ga. Gulf Lok Min 26 Ga. Gulf Lok l6&qud;Wide RodPanel owl o4nz2oa4 Yes Yes N/A +WAr 15/32&qud; Plywood -161.OPSF 18 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&.qua; Wide Rod Panel over 04/122024 No Yes N/A +N/A-63.SPSF 15J32&qud; Plywood 17 26 Ga. GOPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood-154.7PSF MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW12 FL17_244.8 E_SR-3455 12/31/2020 MTS12 FL10456.33 ESR-2813 MTW16 - _ _ _ FL17244.5 - - ESR-3455 12/31/2020 MTS18 FL10456.34 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-2513 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2813 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-2816 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.58/16 FL13904.8 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 FL10667.8 ESR-2615 .. _..__.._._�. The products listed below did not demonstrate duct approval at an review. I understand that at the time of inspection of these g Pro PPr PI pe products, the following information must be available to the inspector on the ' bsite; 1 co of the approval, ) P� JO ) copy product a val, 2 - i - . :----_._._._..._ .-- ____-_.. _._-_- _.---.. _ _-_-- _.._..-.__.-- _ --- _-_. __.- . _ _.. _ _ _... __ _ _..-_ _.__ -. _ _.-- --_.-- __ _ - .-- - -- --- - APPLICANT SIGNATURE - DATE - - --- ' __.. ..,_...__._ ..._ ..__..__ _.... _- --- __.-. _ .....__ - .._.._.-._ _._ _.-- -_ PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM20o802 PHXU3516 FL17241.20 ESR-3444 12/31/2�0 CS 16 FL1 �52.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 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 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2813 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2813 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 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 12/31/2020 SPi FL10456.41 ESR-2813 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-34S5 12t31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2513 SPT6 FL17244.32 ESR-3455 12131/2020 SP8 FL10456.45 ESR-2B13 SPTB FL17244.32 ESR-3455 12/31/2020 SPH4 FL10455.46 ESR-2813 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10458.47 ESR-2613 --__ SPTH6 ---,- FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2513 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 T'HD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL106W.4 ESR-2549 Florida Department of Business & Professional Regulation Paget ore Building Codes and Standards t8 Product Approval Application Detail THD28-2 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 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 _ _ --THDH414 FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Orasfkv Assurance Apaowd far Use Apn[oved for Uux i(� g>� t�g Product Model. Number or Nan* g Description contract Exotr 'Ion Date In rya Outside HVHZ Resistant Pressure 18 26 Ga. GutIPBR Min 26 Ga. Gut1PSR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/N Purlins over l5/d2&qud; Plywood-151.7PSF 19 26 Ga. Gu11PBR Man 26 Ga. GutIPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A +NJN -154./ 20 28 Ga. GuNPBR Min 26 Ga. GuItPBR over 1x4 Wood PudMs over OM122024 No Yes WA *N/N 15/32&qud; Plywood-151.7PSF 21 26 Ga. Gut Rib Min 26 Ga. GutiRlb error 1x4 Wood Purlins war 04/122024 No Yes N/A +N/N 15/32&qud; Plywood .164.2PSF 22 26 Ga. GuIlRib Min 26 Ga. GulfRib over 15l32&qud; Plywood 04/122024 No Yes N/A +N/Al -159.2PSF 23 28 Ga. GulfRib Min 26 Ga. GUflRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/At -159.2PSF 24 26 Ga. GuHRib Min 26 Ga. GuMtib error 1x4 Wood Purlins over 04/121M4 Yes Yes N/A +N/Al 15/32&qud; Plywood-164.2PSF 25 29 Ga. GutfRib Man 29 Ga. GuRRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/N 15n 2&qud; Plywood +NIAI PSF 26 29 Ga. GuNRib Mn 29 Ga. GulfRlb over 15/328qud; Plywood 04/122021 No Yes WA *NIA/ -146.OPSF 27 29 Ga. GUMtib Min 29 Ga.O.S.B.b over 1x4 Woad Purlins over OM122024 No Yes N/A +NlN 7l16&qud; O.S.B.-101.OPSF 28 29 Ga. Gu11Rib Min 29 Ga. GuffRib over 7/16&qud; O.S.B. 04/122024 No Yes WA +N/N -116.OPSF --- UPHD8 -- FL17219.5 - - ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - _ _ LGUM26-2 FL11473.12 SIM200802 - - - - - - _ _ _ - - - �0 $ltlti Cote VOW= 2017 FL M: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL subcategory: ALL Application status: ALL Compliance Method: ALL Quality Assurance E dity Contract Expired: ALL Product Model, Number or Name: ALL product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVNZ: ALL Impact Resistant: ALL Design Pressua: ALL Data From: ALL Date To: ALL SHEET PA 1.0-- NO. .. �— _�._ .. 1 _ ..� J 1 ::: _r-_. 11 L ., ,. _ 1. ; L.a.r. _4 e.y:� ems. '_ _ 1 - L .. ;l...� .x JJL1�Mllwawaa _ L. L ..._u ,. _,. .: L. x. I. 1 L_— 1 - - - - ___ __ - 1 _ I Florida Department of Business a Professional Regulation Peg, I of a Florida Department of Business a Professional Regulation Building Codes and Standards 12122018 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail 2216, Entity or art aim Der 44" gg(g G9lt EOYOfJlL Imu Vs.[- JLaUjhjh= gnddraLldme Ytlldebd Hv XLW" fYhaLmtl ! Ate Am" Ins egg Mmoasm GdaB Egtldr HLld-, YtlIdtW Hv Rwklon 2017 TMmrsTru Corporation Ct"wr. Elderbr Donn RikIN1pM LyrMon F. Sdmkt P.E. Ryes J. KYp. P.E. (419)299.1740 PE43409 (813)767a65% IWIWGI7 07/122017 10M82017 12J12=7 ARpovad RrMon 2017 Tlrms-7ru CorpWaton Ctegory: EA@rlor Doors Pock Vsight Lyndon F. Weeks, P.E. Rym J. lone, PE. (419)2WI740 PE-43409 (913)7874858 subcats ory:SeAng"EtledesDo«AsswnbLes rkkwgyrbldgaorrWrda, eubCtoe«y: SMlrgkg EXURW Door Assemrbs ddnvowmdgcw-bWL Corrrplmce Method: Evallabon Roped Donn • Com C tarn FWM Registered ArdNed or a LJoensed Flaft Fbddn Registered or a Licensed FWW@ ProNobntl En1W1er PrWaabnt Englnw Page3d8 121122DIS 21g am Die Prrdne nest Watt lwtw el FSCArM3M A,—,d finest 12M32017 12M32017 12J212017 020132m8 Approed pWlh[Agamor A—ed11111, AMnewdforuee End atMM alodYdga004t AoorayodrerUes AMnvedforuse XL21d a2Mw REA Pred,wMedalN.e.berorNeree PJ9o1Mt1UAgtlMIM C91ootEeMMtnlmm InWVNZ 91tMs.HvHZ ELNIM EMUILM Lot PredudMedtl.14-b—Nerve Ggntreft lPerMnign t W= arlie,HvZ SUL" EMMMM 1 a. Thar nwT1u Flo« -Clink non Smwth-SW NonAmM S&M;s 6quotNaMmpadayd; Opspw 12J31r= No Yes No WA 1 a. TMrmaTm M96er-CMnstc and S1noo0r81r NwWM 88i39R BquotNorHn"dMNd; Opsgw 12/31J2711 w Yes No w Conoodo Edge F9nrgYss Single Door Composite Edo Fbwglass Single Does Canpods Edge F6ergless Single Door Pndw1#V As,h": X aarilpurdon) n. Florida Departrnent of Business a Professional Regulation Pep202 Building Codes and Standards 1 Product Approval Application Detail EtlWitdla AwL91mfor dw Ago2m farUM k w 2mm sees!! Produr, Model. /Les« or Maine !'J»dsict„Dearlodon contract EU62tion Dow in 01t1111lOSli BMwan EIffiIgR 1 SERIES 420 ALUMINUM SW SERIES 420 ALUMINUM SGD OXO 123lrMO No Yd No WA 145-3(4&qud;X80&W"; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGo OX XO, XX t2A12020 No Yse No WA 988,qutf808quoL NOWREINFORCED 3 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 123irMO No Yes No WA 145-W4aqut;x9g8,qut; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX, 12312020 No Yes No WA )(O. XX 9gequot:x8UgU0t: 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX 1261J2020 No Yes No WA Florida Depolnsw d Business a Professional Regulation pep 1 «l Budding Codes and BtandaMa lMQs18 Product Approval Appkcndon DOWN watlmar galb iBmJ[ gib no gibbon gib Mw )Wow ma+iwwL arum AeMar[ilmwr lmaalllth lmWlbf MOM ISGAMMal awmaa fart Re WIN 2017 OIRIRES OMsebe dAAW Ino Deft Dow UL LLC Ted Owners. PE 1120nJp17 18202017 12001102017 Approved CeMgay: BOeMDM , (641)494044 fJ05)s664707 Me4Mpy:EMrbroo«conprMnM Mwdsocomm-mw CMpMee massse Cmukedm laws orU e m Bd11B$dMab wamlltamawH ho mmalKim awmmlbLum Una arks awf GaimgMWlfw S bNvm altllaamn amm" EMaaNM 1 80r, 707. 727. 747, seed W BseM act Pab d Dom Fkah, Gland.oedmed Lasker ls d PMM of 12/312025 YM YM YM WA below S'" doss. Florida Depatinent of Business a Professional Regulation Building Codes and Standards Product Approval Application Detail Pp2t2 IMM20 Set EDllOC 9[ 20 g0 gab2wdw ate I &M Vwsim BaoLttlKlus Contact P,nchwer a ucerlt Wadded ear aliened adwdtnl EWLADKm t 9oorawd mot RoOsbn 2017 MI 1Mndomrs end Deese Brent Burger Amerldn AttlrlaeWral Steven M, Unch, PE OW42019 0604/20i9 08A72019 Approved Ctog": VMdoees (717) 365-3300 MenuhoWrors Assodstlm (717) 317-9454 WiCalogap: Fixed bsitlingermmiwd-Can cor plaice Method: CaMeetlon Mark a lhalg annEaffifaMa anoroywOfor Um Analysed for JUse (Mond ado Bmf Eta t uIH%W Outside KYW assistant EflrgM 1 185 PN 73 x 72 InsurNd Gals 04N3)= No Yes No *e0/-80 Florida Dapa4MrrM ofBu id nsss a Probseloi Regulation pop l «I MAN Codes ad Skslda ds /stools ProductApproval ApplkatlwK Willing BfAYldt Sat Alta get We amddw gel Mat ME" mrwmL nerd mim LLUi Ywi mm lmlow form" ffi4aalmd Awmal am Re WIN 2017 7heeMTncewww" Mdc WAIN Won F. Odwift P.E. Ryan A ens, P.E 10M62m7 1101,141210,17 iwzLJ017 12M22m7 Approved Cwbeoly: BOrbr Dom (4/9)29M740 PE4340 (613)?W.W6 8n641,1q : Belrgke BNrlor DowMwd1lM d . arebMoopnd t CanPaeelM llaanse seshlim Rpatams am FbeMM IbgMMsd Aedep or killed Flores PeoMMWW le d gaadkAa A■MMAbtlks asamMAia fmt mmm Blow torg B260LOMMLINWNLKJkm amostfgrrnafm r®bmlUdMMwart In Nym RdMk Aa Breda bank t a. aquoff1srC1wdo6prak, A*wt*noW*Mdgoak. Goan;$ aquatk eedlquo ; Oeesed Parsee 12/312021 No Yes YM N/A 9gMk0okCr@M4Mk «geMkClrMaCn! BkeM Doer- 001 ' G «OuMMe CrMaaabn Rudolgwt Florida DspwbewM of Business a P.oks aW Regulation pp l d l Building Codes and Standards M14018 Product ApprovalAppk 9, DoW Seat Aomut get go arLBriw gab Mix Yorks maltwwL term AsiwalSlrwt llwilt4bL Ydmn Subl l IMGANNawl ARMEN N flora Revbbn 207 JwMe Needle Bolts Pa6sdL Mo. PMPhwe Zhu Raald 1. Downs John swunw, PE 011141m017 000=17 0111182017 M02m7 Apposed CalwwI pMM 31bM (SW 340-2027 PE44121 (352)307,2518 aubCiPry: Bkaro pleMlwetasLyrMMnr cseptaarrerne nlwneaMln Raportiems aMdee Igatlt RyY1MW Aeel6ad «. LbenoW lelem PNNMW W FanPwr BLmilm gwoLa m WmmlbWw awmoLkAm a" Ruin LEA G ddw naammbglatOmet M IF is 21MMLUM am M Emmet 2 NrdWM It Lop$Mft famow"ly sake 12031*020 YM Yes NM WA Compodo Edge FbegWa Singes Dar ofw.* bMansg; X 4aMlepdon) Nome a aqudNonIMpsdiqu CoOposde Edge le berpaa SLyb Door I ; x aeon IrMon C-4nodeEdgeFlW V-Single Does (WinvIslKAMMing: X eordlounan) Florlds DWwbrwt of Bohan a Prokeabml Regulation Budding Cases and Standards Produrct Approval Application DNA Bala@■ 2a Nooks Mw mot MMANI M teww frbmtLUb MINIMUM IW Won 211117 clom &A" Probede Coegny ism 111 1 0 M mallet TMeg 8wbse IK Oary PbM« 1, - I: BMnbr Der, (513)7704462 Ind. (513)5104M 88MUM ser.0 JO lEdrlar Dom AnMriWM rrMeMeraeMOdoPay.00n Doap__ Meese CeaMowI Mark «LM M aAHMIMZWANK Florida Dspsrbrwlt of Bohan a Pmknbnol Regulation Building Codes and Standards Product Approval AppBeatlon Dafall pp 1 «1 i=& li at AKEoIa[ gab are gleawdw gum Mw mown m mbom reebl HinalSbeow modo Alt YaablM alOMlma Zgaawmaa hmm" fine Sus WIN 2017 TMnn►TMOWPW"on Rkk WrbM MododAMr$SkWoa Ryes J. King, P.E. 12202017 09212017 12r=2017 Approval C - 0 %: V ' Dina (410)298-1740 Mrrgwrnw inwaslo (813)7W-M srrcarlieW.I Mping 5Mrbr DMrAawn61M Cpw~11IsaaC CastMOMWn MwI«Like dim 91md1Wr Away a dfortin h oro■Kue no War nulls fwf amawLibidibooKALIM bukmLougdww gOMelrmardwarle blaLa aomuLt= BMYIm &4 1 N. AquokgeWoCraUquot Held aquak6nMnnh by es MM ee Opsen rM OMMd FbWobw Dear with 1203t2021 No YM Ka RYA Thrm►TnWeIOC are warm I Maass. MaMlp Ned OuMrYe Florida DspaMNnt of Business At Prdeesionod Regulation Budding Codes rd Sta ldsrds Product Approval Application WteN pp1d+ I 101011. BtlL1;kM at ALma[ lace are gibbon are Mee Yaatw mtsiw■t reared mirMlimaset loom L Ydtlul menL I>ilA■®al ammm aft Follow 2017 lbe"WIn COrpwe9ov RMLINIll 1 NaMnM Am9dloWA Ryes J. IOe, PE. 1211wm? OY21201T 12rJ?/Jp17 Approved cosepo y: Bow" Dom (419)Zee-1740 MwngMrN YrIRb (812)767d886 M bildho : erranglle senior Do«AMM6rM ndrrdsbbpdrwdlla CMeaMMMranm Cadecom laws or Lidding do nalumdummom 9MIOLawnwar aamomiaLJlo AREMELkAu mwa aglow MA DUMAMMOLNM&KaLOM Emaima l Sr am bmaa admiLJ amkw Eames 6 a. ftotenoobapMgMk and aquekMrdnnm by W Ned r) Opspr rM DlaMd FLlr91 Doerwas 12/31JJ021 No YM No WA TMors-ThAWAI; «M ■ones &Oats«. bNIe610 sees OrMrYlg pp left FI011df Dapar6lmfa d BUalnest a Ihdsaalalo Reguilistion pp 1 oft Florida DafMartrrrnt of 81rIfK/N a Prohssbnai Regulation pp, d, ia2ms Buli ft Codes and Standards ,armor Budding Codes and Standards ,Alamo Product Approval Appkallon Dato Product Approval AppNrAd- Dead got gks ➢nkneal gab B Saar aYLa[ art gm ad ENd o deg 6i7■Ai let ls■La awl gab aMabmma are YaM fwMMLa BlOawwal as®wl Hors Mw VIMIw INEtWOL sow maimmLLLkmm Ya■IIL & Yallabl memo nicAwwsl awmaa own Mom go" nalrb■ weer folY1M11itsa S9larwh Ywmw Adeb EWLA MO annEd a" 11292017 ORM02017 1210511017 Approved 11wbM 2D17 OkMW S% Prsduab Canary MrkYMwwlMtl .N ..'Teske Is .. NA, Ors pawft 112b2017 O8M02017 12/0N9D17 Approvedd ReraNn 2017 POT YMusm" Dean Rork MMMHF aft 11000 - OUR Mwel0ads BCCo-VAL 12FWWT 11/r2017 12250r2017 Approved OWNW.EtrMr Doer (613)fl04082 Mp. (513)5194M CSWIW. Is 1 -1 Door (941)480e100 (799)319.2990 aacaegwy. 9«s. Fa« ylelI, DAaMen09as �aMn Ml 0@1190 :Blase BOrlor DOWAMM169M dnarKrdpgMrOlr9Me oom Cow#@ r aM9MECarMbalibn Mrk«Wee OMpo r moomecumosson irk«LW9e gmdkAarMow awmalbLum AaMMMd:bLum War ado gMdkA wa aommudbLum ammMLlalks Ward gar■ gNWLAtlI■Sw hmmmdk ma ammmdbLgw mmm 92mm au WOMgMmrks SigwmukdoolLow I.Mm gdiL= Bohm 2f "A EM1Mamem" gowsriddwgW mlma gnd0e,10dpi Band EIAri■ Hof AL Gwmamtta rewwiblMMNMgm SLmdli motlLtmfa Brobn seine■ 37 037 yr600 PAN -Mill: 610k, 94,73,M 1500, 100. 76, SW PM 0ML 25 ga.) 96e1P4sr(up to WW wale) O&MM02111 No YM No .30PSWU 93 051 W6/0 PAN,21elSk 11140, 94.73. 75,1500, 10% 4WT, eMM Pan(non. 25 ga.) DoulsWC« Or to 18'0' 0521JJQ2B No YM No ♦30 PGFr40 10 S(aY6570 sags WON4 Va01rangoMMDs« 0042021 YM YM YM NM 701. 4RST, 4RSF, SROT. OW, 2RST. 48.42, K 4M, WaOCODesm74: WB EI - Door POP 4RW, 9W. GW, 41L42. r, 4w, 42S. OW Ron. wide) VAIOCOOEM?4; VM Drags Door Pa. 42B, Ut Man, ODOW ORBS. ORWV, ARM ARWV, GOW. LLIM6, ORSSV, ARM, ARSOV, WW EDWV MM, EDWV Florida Department or Business A Professional Regulation Pp 2 t3 Building Codes and Standards +ree292d Product Approval Application Detail f Proawt Mede6 /Ysr6r or serer. in W4HZ .S?! Rg"wil. Ewes■ 2 185 SH 52.72 Fku beige I— IGISG Single Hung 10N82023 No Yes No +60/A0 Florida DepaMMnt of Business a Pldadonsl Regulation Bul fi ng Codes and Standards Product Approval Appdesron DMaB l� Sal! Anoka[ Mw Ydw maw rerMi lbamrLflmww YaoYYAB RsrWon 2Di7 cbpay SIMMONS proereb tripes Mark WMIwpM YMwlak T4a6p 8alelMs Mal Wy pww CifteW.BMrlor Doke (513)r7040a2 ka. (513)51SOM sMCMesar BedIaW BAeelw DoorMrreMe eraMebrMKdSdopry41d11 CaapgMM McMee CrnMllM Salt «L9Me BAltla&bmk mb Pulp 1 of 111101018 1� am Qm�l alb lmdalrf fwMlllu aBgAwmal Ann" stew 1120=7 08"a2m7 120c6Ji017 Approved gm dkAn Anamtk n dwmMIWJ M War arks fora Gaimaarddw it = gmmmfa foam" ft m as 0eMVE-09PAN4FIW.. 7% 76, 84A 94,42,46. 42e, 40% 8Mw Pan talk. 259L) Moos Car(upM 9WWMa) 0521ran No YM No N9 POPI-42 4RST. OW foes. OR59, AM& EM MMOCODE6a174; INS Orp Door POF Florida Do perm a nt of Business a Professional Regulation pp, a, Florida Depa6nwnt of Business a AoNssbnal Regulation pp, a, Budding Codes and Standards +ammo Balidtg Codes and Standards IAMO Product Approval Appticad= Detad Product Approval Appdoagon Ddd BLSIM not No■LAL 21e gab 2NLBB A are BANIM Sage Anoka gab get 2dLb law gib Mw Ymfw olodua■ reward ANiNKAMm MINIM M, )Ilaa■l 1wMdld SMAwod awed Oda Ave !alma mlawwL word suave aim m ridbbM xd IdNW M fIGAnNal AnoW a" Rsvwde 2017 Per YreaYMs Dam Ruam MIM140ede BCCO-CER MWV&DeM BOLO-VAL 12202m7 120=17 12252017 Approved Revision =17 POT bm)NMM Donn RnMk MIerKOsds BCCo-wt MMMWO Na=-VAL 121202017 1210mil 12262017 Appraed celea«, WNldbwe (04114"00 (7r)315.25W CSK,-I VMntsws (941)4s6M00 (?W 315w2ar eMDMeswr, Flood Murwops*40bbL— Mecdwsar, Sb9M roe .din CosepMsMMAne Q lkdio lurk «Late CesparrM Masse OrMbaWn Mess «LWke BiYft>�Galnb 4lttamtow ANMmdgL m aEEmlibtloa mad 20M Bib gmmh w AoweaL.me Amami [fine WHg ado fag [odMtaMa6adw fenMlaMlM MLRM b100a 2dMiL= allim [Mix■ AveN emsionrMme SewtaifrlMfwam mlma g9mlLLmaa lamina Gres■ 9 PW4w0 SalpeRids MpabO VOO And INMMw 04AW12020 Yoe Yes YM NO, 7 w44a00 (lace MYnM Mead/ Vsry1 BWG%Nov VA 07JJ02020 YM YM Yes 11A Florida Department of Business a Professional Regulation PgwI af2 Building Codes and Standards + (Yes Product Approval Application Detail OraNlx Aseassnes Awwad for Use Approved for Use k"Wld Design Florida DeparDrunt of Susinew a Pro%$Worlal RegWdM Bulkkv Codes and Stadards Product Approval Applkadon Dead Bftanam 2 art 21K 2MLb� gab Mr Y-ks mMdYwL arMn molMaalbraa Yawltlat Yalibl 2169am Efaaw®d a®lo mks nowmm 2m7 Jerome NNMM suite pmduds, km PbgwMe Zhu ft I Logan John swi"PE 082d2017 08000=17 ga2a2017 IWO=7 Approved I . . pwww'ss (90g)3400V PE44121 (30),36r,2620 seamen. 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SCWFA P.E Apes A ens, P.E. 109VJ017 toDYm17 101`11JJ017 14MZAIT Approved o -, ,-Panty Want (330)922B3r PE43409 (813)7674Mr asaclie rye sash rerarp.arrOaMMIM.dn ceaeswne moMbe EvehM9on Nbgwgana FbdMRp' AeehMd«a Lkw*W Flu PepbeMOMI Enpneer BtldgtBZParirb gwotamwrt a■muLtram ao mudaLum mmHg ado awf EMAILRE IMM golocinambeam bmda a■lmlma amine EMmw 1 it 6qubb2Ta9ubk Bast Vend or Soar VwA east 12031rM No YM No N/A Florida DepaMMM of Business A, ProNsalonot Regulation Budding Codes and Standards Product Approval ApOkadon DOW ppid/ I I u2ou sett iaBlLa Ors alb alkBili go Mw 3&WN ml dorm newm lblbnLALkw YdlmmLaL Yadtba akiN EAraawmal ANNE" fmfa ft We 2017 Clem Ml9le PnwBb COW" mmim- AaM siss"Teolee Mn" MA OwyPMWM, lir.4 17 05,102017 12POMY Apposed cow,dr. 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