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HomeMy WebLinkAbout2849 Lytton Hall DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius - - ----- S5 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle- ALTorALT. Alternate FRT Front REF or Ref. Refrigerator - - D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room- -� /� PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized AND or Rnd. Round —� "� -`"' ' "-""1 �—� __ PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf -�-- �— +-� i -� �� 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 BRIG or BRIG. 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 J Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights a CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. SpecificationsF1 LL--==jj F71 7F] LJ. -" CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO SF or S.F. Square Foot (feet) 7 COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation or r SQ or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage - COMM or Comm. Community KS or K.S.KMlall Knee Sp SW o S.W. Shear Wall 1[::::]] 17:11�� -- COMP or Comp. Compressor KS or K.. Knee Space SYP or S.Y.P. Southern Yellow Pine El CONN or C Connection LAUN or Lauri. Laundry TB Towel Bar FE� El ❑ [E_F17::1 [A. CONT or Contnt Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken .D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block - `—'- DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Mikrolam UNO or U.N.O. Unless Noted Otherwise —.__- DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Moro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior -- -- EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain 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 WDWHDRorWDW. 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 WaterProof(ing) 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 Wire Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE 12-8-15 2.0 FRAME -WALK REVISIONS CURRENT CODE IS VALIDCODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-27-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO Notice to Builder & All Subcontractors ORIGINAL DESIGN It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-2 7-19 3.2 E N G . REVIEW FOR 150-C MPH Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any wok. The Designer/Engineer are 09-20-19 3.3 ADD 8'-8" ELEV. FOR TR EVESTA responsible for any plan errors, omiss ons,or misinterpretations t undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in 6h WPRK G any manner for control of the construction site including, but not =1 OIRI?i 4 SUiLUING k +i: limited to, scheduling and sequencing of work, jobsite safety, and f n[1F ventilation of the building and thereby shall not be responsible for ,., the indoor air quality, or the effects thereof, for any reason 'RDIiiANCE$ protect, without elimitation, r heresidence, chitect and Oconstruction R has no duty to st uction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 1551 vandalism, trespass, or any other peril or condition, at any time, REVIEW _ __ expressly including, but not limited to, the period of time before construction, during the construction of the project, or after CITY OF `` �' t construction and the Designer/Architect and FOR has no duty to P60,N EXT77 take any action or preventive measures to protect such property against any such peril at any time for any reason. ,, . �`O N N �i 0 ' To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g 8 r— A_ S 0N N N N N LL a LL 1 0- m JL � Z LLL ra R O Z g� O N C")LL Z Q J W N z z � z ¢ _ a W) V) �Z M LL fa w W0 �$ c M J Q E a V — � � Z E1 g ro f0 � 0 <o m= O ZN� �z`LL Q W Js c d' a \W .= C* I.._, in °° _ CD �... O (N 0) IUD N IUDT r oo Rot) oo rn r E Z T-' E Q N H ci Z m c a. U d Q a c JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. CIS 9 M a ICI A S3 TYP @ 1 STORY 0 4 O in i0 00 u' PATIO 0 A M A 1 TYP @ 1 STORY r I T OWNER'S TN SUITE 8'-0" CLG. CARPET Tw/ SPF ' w/ DTT2Z `r 0" G 1 � S3 1 cil 1 to CAFE I I VAULT. CLG! I CARPET 1 I I I I I o 2:12 SLOPE 1 CEILING i iv I 1 CD 1 I I N 1 I 1 `rC I Cl) I /,/FAMILY RMN / VAULT CLG. 15'-8g" CARPET / / I4 4. / W CS / / $ (O / coz N W / co 25-SH O 60"x36" "' SHOWER 11 LIN N C 5-SH oo I 16" DEEP ca I N 3'-� 8' 2"' �s W.I.C. AHU 8'-0" CLG. I CARPET I - - - - - R&S S3 TYP @ 1 STORY -3" BERGLASS JRROUND BEDROOM 3 8'-0" CLG. CARPET 2668 1 .1 4068 B.F. �... d =Q W 166 ______-_ - - (A Z R&S H AT 7'-4" (3) 2x4 #2 SPF FO E R w/ DTT2Z S3 BUILDER TO PROVIDE APPLIANCE ivPROTECTION WHEN d 0-3 REQUIRED PER FBC U.I oUJ di tt�lI K 1 11 S3 I 216� r u _ _ rv� n r d -O'• = W W 0. 5-SH DRYER VENT 16" DEEP THRU WALL EDGE OF SLAB 2" BEYOND WALL CAR GARAGE 8'-0" CLG. 20'-7li" 11' , Ro `� BEDROOM 2 8'-0" CLG. CARPET 3'-7T' 8'-8d" 2668 4068 B.F. R&S - - - - - R&S ------ TILE O :NTRY 8'-0" CLG. TYP I I @ GARAGE I I I I OPENING I I I K I I I S4 L----------- I H.B. I I I I I I I I I I TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID SEE ELEV. FOR EIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) Y 0 i2 00 HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 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 20 X 38 j 18 J X 371 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20X72 18JX711 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38j 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 i 36 } X 50 S.H. 25 37 X63 36 X621/2 S.H. 26 37 X72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 52 } X 37 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-B1 I SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. 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. M 1507.2 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 fir. 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 +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 Go SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B111(TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 5rA�' O F E S S\O ,r /,�•R1!lfl Iltlltlt\`` 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. In g O 19 (a N �8 �R (4 0 U) P., 32 U. _j 0. N 1 W 11�pLL11 Z L (a0 O 6 N it Ca m W m �2p)O' <, �a Z N O N N U J z ❑❑❑ W Z"� -Z z� Q _ 2 N Ln T(z Z v Cz v(D 1 +, - u_ w (DU O w N c �. ¢ 0� _I- o co J =_• H wLL 00. �14gE z c> E F` o< E_ .0 ra 6 C <o Y �O O iri >>>" W C> CD v zl< o 0 d" _ Cy L B .> 00 n/ CO , Q C CO O N T 0) Ln N r Li i r 0000 cm, r E Z N o E E uN� L" v M e`a c c a. U Q 0 JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND k f o M - 4 (V Q M OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 cr 02 02 O CV M M M HOOD 4 M C) 4 (V Q M 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER rt - (V FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ag. ROD TUB OR SHWR. TOWEL BAR n a ON BATHROOM WALL SHWR. o VALVES W = ID 00= 1 t o 1 SOAP co c DISHLO U 1 C)o _ 1 1 1 Cn M Q TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 1�7.1 111A I I lI-i L OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS --,, 36" H UPPER CABINETS ---- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 ILL 1 a (L _ O 2x L? 00 FRAMING T M C0 1 /2" GYP M BOARD — 1 T FIN. FLR. J J J J J 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1/2"=1'-0" CV CV FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 ttonr`lF ```o\,���aaaatt� E r ip. '�•/ rr�� V N 5� LO rOFESStiO�\�\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications Contained within Buse drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W F o `�10 O N N V �C--16, C tn� OIl h a rho ��LLa M M W tN LLLL a a Z 0,o0 =g o �_ K m W 0 < o Z W yo G13 N M Q OF J W z z z g a •V CA LL W � 0 W U 0 Q NJ r- Qoff G. p �aR 30 _<� CL Z 5c zN g S wjZI C) 0 � >M J L � 00 _! CTD .�. � > C s (D m Cfl O N r 0) U ar• .') ILr m T N iri o Z c a C:)ti U c JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF_ Y._ _- INSTALLED AS PER�- MANUF. SPECIFICATIONS V-011 HEAD/BAND 0 EEIJ I [ED]�[L::lUIC�1ElE[::IC-1' rl�111: �JI I�IJEEDI�' I' -------- F__7_ 7-7- All 4' RIDGE VENT 12 5L,---' 12 HEEL T.O.M. -----7 _---_--- HDR HGT ---------------- I 5 I I I TEXTURED CEMENTITIOUS FINISH ONC.M. 1 ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED r Di SILL / BAND --------------------------------------F.FL. FRONT ELEVATION — B1 SCALE: 1/4"=1'-0" 18' RIDGE VENT OP Zo PRE -ENGINEER TRUSS 12 �5 co w iD FI . FLR. 11" REFER TO FRAMING PLAN FOR BEAM SIZE _— 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR PLAN FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP 42) 2"X6" TYP ,,,—SEE FOUNDATION PLANS FOR FOOTER SIZE (: K) CI-1 OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M 1. 2'-0" TEXTURED TEXTURED CEMENTITIOUS 4 CEMENTITIOUS oQ FIN. ON C.M.U. °D FINISH ON C.M.U. cD (TYP,) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND ---------------- — ----- n ------------ F.FL. ---------- L LEFT ELEVATION — 61 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided In the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. 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. OW N/ Q-tJS E ' Rp • �_ �/ : - Q 1 N C�1• lb J b !!� � � FtO 0FESSNO�` To the best of the Engineers knowledge, irdor tagon 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. Q 0 p g QpC�� N 00 7 j J y n f+ LL a LL J M WW LL. LL a OC o NG m � ° W Z rnrn J�Q�] 2 0 Z N M V i °0 ❑ao Z z g J a Ln (1) � o a—+ ,U — o 'rt• O �� C) LU C) • S s M J E Q V �� og0 a g � $o wZ mz Z�v ro S �a 0 LL , J <a z0 W L) � w 0t co L rn B ^, O ,W .= 00 C -8 > m co CO � O N T LO J 04 Ln T 00 T Ln T EE T N iri 0 Z a E E U :? ¢ 0 e .5+ JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 3.1 v� m cog c N m z 0 PZ N` N 8' a N N t— Cg LZ i a c" rn 0 N N 0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 12 —_ 4' OFFRIDGE VENT7 4'OFFRIDGE VEN 12 I I I , 6'-7" — , i , ,.� 1 V-0" - R • F� �� a v EXTENDED OVERHANG TO BE CENTERED ON DOOR T.O.M. 1'-0" -------- HDR -----------------------------------L F.FL. REAR ELEVATION - 131 SCALE: 1 /4"= V-0" 4' RIDGE VENT 12 12 3 TAB SHINGLES. ROOF 5 5 _ INSTALLED AS PER MANUF. T -- , -i-- SPECIFICATIONS 18' RIDGE VENT - - - r - .-l.�r.. ...L..I . -4 T.O. M. -- .. - - • - ---��- �—.-L�--�- 3"- - - �-� _ - � �- � -- HDR HGT. TEXTURED CEMENTITIOUS TEXTURED ao FINISH ON C.M.U. CEMENTITIOUS (NP.) FINISH ON C.M.U. (TYP.) F.FL. RIGHT ELEVATION - 61 :: 1 /- 2'-0" 00 ao 6 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 costs 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 1/900 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 FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. 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. I S E ,. .\ .J �� z CO ¢� '� •.,. F LO,..� 0 F E S S\ 0 ��flll I I I 1111��\� 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 Englneers signature and seal. W W N N N U. w rn t` t` rs 13 Z 0 �°m 19 Wtj� pg� m ° N Trn d�L IL z c°n N dao� z ° 0 ❑00 W 0 Z IV Z Q � J �-J Q) IY Z UI C1 U N LUN 8 10 V ~ Qcf W J U Of • �Q � sr o QE J affR RR H Z— o N ro E F $g w t 8 ZC � Jb O ) Z W y >IM J ^L W O .! 00 m co N O LO J N Lsn T 00 T E 04 t/1 o Z Z C _ E E O •' r m C C C, 0 J Q J JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 3.2 1�1 i9�'N1Yi1.11rr 1111L!Rl�lllI1yyl7RPT1'l 9 ' I 1 J, , I �Isl i"?-frr _� �' _I 11,!'Ii 111, 1" 11 1 1 l ' ! ml 11 I' VARIES 1'-10" 1" CAP CAP , 11 1 2 2" "NOTE: N it FOAM TO BE USED 1" RADIUS ih ONLY WHEN ^ 1/2" RADIUS REQUIRED BYCOMM3 1/2" RADIUS iv SPECS IF NOT, ^N N A. A, 1" 2" OPENING VARIES 2" 2" 3/4" RADIUS DETAIL TO BE 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 111 111 w EDGE OF 1" 4" VARIES `IN 1'-0-' 1' OPENING *- VARIES 1'41 e 4 212" VARIES ` 1' All M T 121 VARIES 111 -Y 111 iv 1 ^ 11-011 111 W IN 1 1/2" RADIUS 4" 41„ 4" j' �`� 2 1/2" RADIUS R 34" I I to s �► �,� off' `� � ' - VARIES 1 '1 31" 11„ 34" N cD �11s BASE BASE T Eli f Il0 111 111 a" 1'-8" —qrcl 1 v CD 1. "NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY ^ rD COMMUNITY 1 ^ SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2° 2" BUILT W/ STUCCO. EDGE OF OPENING ,�.. 6 EM 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, Information and belief, Q the structural plans and specifications contained within these _ �i - Residential Oth Edition. Engineers signature and seal is only for 411 1 011 � - drawings comply with the 2017 Florida Buckling Code - },.x the structural engineering portions of the drawing pages bearing d 101, 6' Engineers signature and seal. c 1^ N 2q ---- E F$ 0 ZD T (gyp e s� ._._-__—. J LL LL ^ZS Cam " 611 L lga g �0+0 O o 2" A11 3 ]II 211 :V w W ��N W U q, OI Q COS a 1 N VIWZ N zix Qj 4 11� Q i — Z 00 ❑oo LL 1-1/2" THICKIl f2' - z Z � � 2'-4" a $ I 5j" 7" E3 5411 11 A11 311 c c -Y --+4 � IN 4J31 e 11, CN4 (D C1 .. Q ^ U 1 VARIES VARIES �0/uj g •,w ,v •! C N r v I 7 1 n fn VARIES VARIES c Q r r " 4" 811 1 " _ �1� 6" 4" KEYSTONE F11 0 > KEYSTONE F11 00 r- u- 4. r--------- r- rn N i N ^ N N OPTIONAL OPTIONAL $ E o LL Z u Q cD i Rs col 4411 iD a 3" o E - �21fl 4" GARAGE DR. OPENING 4" 3' a 4" WINDOW OPENING 4" co c •i'kl NOTE: c I • INSTALL OVER STONE, TYP. J w ti,'�• • FIN. TO HAVE TRADITIONAL 33 8 >< VARIES Ime's . LOOK &SMOOTH FINISH 3 9 • FOAM/ EPS MATERIAL IS ° z 5 ACCEPTED A =II _ NOTE: c i... • FIN. TO HAVE TRADITIONAL LOOK & p 1'-4' SMOOTH FINISH 111 1'-6j11 1111 1" 2'-1" > M 2" • FOAM/ EPS MATERIAL IS ACCEPTED a 5" °1 3'-8" �" 00 4" T-0" 4" '� m 1" O 101, 1'-4" 1011 o N \ ^ � 6 A cD CO s N 11 tQ o N �- m Cal F 11 fV T r T i 00 I T oo M c� io Z O w E 'QSta 4 0 16 0 J l 1" o 1211 JOB NO: 20-6577 SCALE : AS NOTED GENERAL NOTES: SHEET NO. F • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ►; C 1, i . 1 �i r yl. ��IYYlulll�l.::r I 4�I j' 1.4 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 FPc DUPLEX OUTLET ABOVE COUNTER 0WP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e�® TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) FD 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 ELECTRIC METER JEMIL ELECTRIC PANEL 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 _T MAIN 200 amp 150 amp Isconnect POWER CO. FEED--- INTERSYSTEM BONDING o TERMINATION PER 7f NEC 14, 250.94 J copper to lights & outlets copper to 20 amp ckts �2 copper to WH .3 copper to Dryer or 4/0 SER Alu 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: %4'=1'-0" 0 N N rn 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edlbon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q Q CV N c A �� LL a W LL m M U. LL 6 d V Z a c:a,O _��;� m2° W �irrn daCL _ LC z y M Q J ° ❑1O W z F4 J t/1 z �- LLJ G0 o s N m a A ram. M Es ao _ o ze N o °a z a� ma Z �><OLL F q ZNC W e > � o C, �_ <a Lu -0 � >M J al � ^L W to 0 .� 00 > 0 13- F m _ �..i T a. 0 NO Qi Ln a I N T T/� L / r— oo CD � N ; ,— E Z a r E o Z co c a E U _j atei Q a; p JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 4 1 '•1IM"'WW1' 11 in +111' 1I q Imo+ ATTIC VENTILATION CALCULATIONS - B1 TRB ATTIC VENTILATION REQUIRED 1/300 Rule UPPER VENTILATION Ridge Off -Ridge PROVIDED 1/150 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 22.00000 2.000000 Floor 1999 1919 274 960 69 480 0 606.0 330.0 276.0 (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" 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ, FT. df.0 ,1�4��r To the hest of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W fV N N LJL r- - LL LL d Q Cj yMM LL W rA uj 1 O Z J LL a grn � 0 W ��gm Coo o' ` ag '' L = N° J°� N cOZ 0 3 z 0000 W z z � LL Co4-0 0 U , W W 0co W 8 �tn co now w m ¢ Q M J E25 01 W6 0 g U z CD O fO i ��y= c� tj C 20 �a of z Jo m S z W 3� Op Y y� a �a ila u 3 c c T �i. M WCD .! 00 > � o o m CU 2 CO O N 1r cr) .� T N Ln r iri 00 � r Z E N Z C a E :: o c r0 JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 5 4 d 54' TU.N.O. TYP @ 1 STORY H Bt LID 17'-2j" 2'-9" 2'-8" -11 I I I I: II II III 01011 I ■' II L �1 I I II; ` I I HVAC CHASE M : '.'.' :::: 1 �' "�' 1 I I in I BASED ON i I III 10'-10�" CID LOCATION ■ ......... I .. I I CJ H� — CJ - N - - C-� 1 ■ '- ' 2'-6"x2-6"x 1'-0" 1 W/ 3 #5'S E.W. Z�� () 17'-5B 36'- 6�" 1 TYP @ 1 STORY U.N.O. ■ . — ; 0'-0" I ; ......... Igloo co .. . . .I . .1 I S3 . ■ 3-1/2" MIN 3000 PSI CONC. SLAB FO T0P OF CONC./ PAVER TO BE 4" r 3'-8" 4'4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. r•- — — 7,-1 I 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 4'-8 „ l PROVIDE Y2" x 9" 2-6'x2-6 x1-0 �' L Cv -31/2' 1 MIL VISQUEEN VAPOR BARRIER I RECESS FOR FRT. DOOR W/ (3) #5'S E.W.I( d 3 1/2" SLOPE S3 cv o 1 I 16'-11�" 81-�" i— � is 4 — — — ■ o ........... ■ . `-4 1 ■ CJ I I II III 1 : -� I I D.W. III 1 — N _ _ I I I tlll��= 9P 1: ,W.H.i ■ ' I I I I K CC I CC S3 S3 S3 STEPS AS REQUIRED r C% PROVIDE 1 Y2" RECESS N I III '11-1 I Al R PER FIELD FOR SGD. REFER TO 1 L- 3 MASON'S SLOPE FOR I 1 r �� 111� 7 -41i 7 1" 1 r uj x iti ih CONDITIONS 4'-0" I I I I 1 WIDTH I 1 I �L N 25'-6" sJ�lrn 20'-6 I I k1- OF SLAB 2" IBARSICAL (2) #5 x Cl)LC�-EDGE 1'• BEYOND WALL KITCHEN ISLAND LOW WALLS K S3 BUILDER TO PROVIDE I J 1 ( I I CHASE TO I I ISLAND (}- APPLIANCE PROTECTION S3 1 WHEN REQUIRED PER FBC ■ - - - INDICATES FILLED CELL 3000 PSI - - _ 4 - w/ 1 -t CJ I I I " ^ -y- CJ 1 to ' ;c A CONC. GROUT FROM FT. TO BEAM iio r S3 W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN is : • I I :: (: ; in TYP @ 1 STORY U.N.O. HOOKED FTG. DOWELS 5" EMBED I W/ 225" EXT. ABOVE SLAB "GRADE 40 : tt �F_'- _ fi� : - �-31/2" SLOPE I STEEL" I SPT. 0 I OPT. D 1 N17 20'-1 L----J 4'-7U" I I (2) #5 VERTICAL 1 BARS 1 N 1 • • I fV NJ �M-3 A TYP @ 1 STORY S3 U.N.O. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - 7-1 FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --- •-. j ; cWi) CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ••'�'- �r '--#5 CONTINUOUS REINF. SEE FND. FOR ' QUANTITY #5 X 25" X 25" CORNER ' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: ' The reinf. bars shall be �• cont. around corner by cold r bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ���:���tal1 t tlrl�rri ��• U CO 4 F L� E 3 g 1 Mill11111� To the best of the Engineer's knowledge, Information and belief, the structurel plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0J�� �Q1NN lL J a LL J 2 "_ U. L W � m 2fe W N <O Z IL O N M16 W v ❑❑❑ z z � z � J U) l/1 a z 4- 'U in I �Q N O M co Cl) M w i) a �` E gaR oLLza• z O� O $ ZCO c -x � 10 g g W C U O LL � 0 � >M J � L° AL1 W c� .� 00 Q C s CO = CO � O 04 T T LO 00 lot 000 rn r EE r E CV y c Z c a Q0 c JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 6 Il. _' _. `.L __ii ON (2) cn LO A (� U U CJ Q 0 F- Q iI— / 1 1 ; � 1 � 1 W W m m 00 co m coM U I I I " SIM E1 _ FG1 18 D1 2) 2x12 #2 SYP WD. BM. w/' EJ7 (\_ FLITCH PLATE. BOTT. OF Ell g) TIT EJ7 1S/I4" x 2O3/4" & (10)y10(d NAI SEN EJ7 EJ7 EJ7 EJ7 CJ5 I CJ3 y✓� CJ 1 CJ3 " I CJ5 I N Q O Q X to—� Q H Q H Q rr tcry—y ¢ t— Q Q Q H Q I- Q Q Q C7 LO I EJ7 "r EJ7 EJ7 EJ7 JM X (2 X EJ7V II I EJ7VA it I EJ7VA H Q (2) X EJ7VA CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V EJ7V "I 1 EJ7V EJ7V ��� TYP A ZA U U U (2) 1 S5 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 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dx1-1/2 HTT4 4215 5/8" ANCH. / 18 10d A-1/2 J HTT5 4350 3740 5/8" ANCH. ! 26 10dx1-1/2" HTT5 5795 1 518" ANCH. / 26 10d A-1/2 K HD3B ' 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B ' 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD78' 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 1/2" HUS26 2035/3400 - 20 16d x 3-1/2" Q HUS28 1760/4095 " 1720/3125 " 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S 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 14-1Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 1 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 1 12-1Od x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" ` MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 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 TYP. BM TO CO. CORNER ►/16" OSB A. @ 6'-8" 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) 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 y �y Cq�R�ER STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1`51 /02 x CON' LEDGER �� A) T$ 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. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4'=1'-0" N 6� _ <C J N, N • J F L O - , To the best of the Engineers knowledge, Information and belief, the stnrctural 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 potions of the drawing pages bearing Engineers signature and seal. W ie ^ 04 wa Y0l IA 04 M LL LL _,, W LL to J LL 1 _ 103 ag % --;; o £+fig MmIL � N co W lfl 82,I ¢ i = M c N N Q 0 J W 0 Z � " Z z J a U) iX v o 'v o OLU s V) N Q N, M 0 affa i= o ZCD E " f0 8 �a a� It 33 � zV) J fff���j °' � 11 ` p 8 W Ca aw =jyZQ FC y SI� O s p S >M as 1 W "o 00 ,! C > in O N N 0) Ln r � r � � Ln T EE T— N N d Z O ` JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.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 e vertcca load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T FORM dr GROUT SOLID #5 BAR COW. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE " N.T.S. No F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/ 1 T us tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT "f' precaeflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT (1) REQ'D �� ALTERNATE POWERS STEEL LINTEL ° a #5 REBAR AT TOP A ° n —.0—C.M.U. A A GROUT MIN. (1) REG'D ° Q 1.1/2" CLEAR a • ° < x J = o S2 2! ¢ ° 4 C.M.U. 0 ~ 5 REBAR AT U n g w BOTTOM OF o ' - o LINTEL CAVITY o OW 0 rn '_3d 1 4 `Q _.BOTTOM O ci OLu REINFORCING PROVIDED IN LINTEL m i a 0 6 ,p ,p ¢ •' oi� 5 REBAR AT BOTTC �r ¢ � �° �, 4° AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) u~i 6 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiUuos coating. See contractor specifications CO 4'-0" LL OE 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" �;�111111 ! D ittll/rrrr N\��� �/ • G 11r ' �NT6 F Q 0.IL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Ronda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ,p N lJi 0 ff n w W COF- C'J� }3} LL LL a Q � M WW LL LL a Z� 0o 13 0: (a N m W i-;; ¢oa (4) _ � No o_J N cn Q J WU ❑�❑ U' z_ z Z a � U) Z � LL A N w U � � 0 L" �N ,U„ u C-4 o o rci M H J L Lc�F GO oLL 3 qpqp V � �S o� oa o� Z C14o ro It �03 Ji r 'O rD C'0 C ^ X r;i0 QLL `YQz Z Cn J N Ftl 02! Zz a0 W ilaC U C � o T y" �cle) J .! 00 CO X ' Q C s CO ice' v O r N 0) " r L0 T00 0o0 0 T E z c T N E 0 z m a. E w U _J Q JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE H MI ALS THATCORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE 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 5/1'MS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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. RE . PE. AND HALL INCLUDE: DRAWINGS AND CALCULATION REACTIONS AND G S GS S, C 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: 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 SYSTEMS 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 SO. 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-I-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-1851 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 W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. .1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7l1 STRUCTURAL 1 U.N.O. 6 ,U 0 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/fPI 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 118" 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 A36136M 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 'J' 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 F1= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318,1- "A rmanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklir systems including all risers and spray heads sha I n be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for in. cti n for termite infes�abon, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Sal disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutign. If rainfall occurs before vapor retarder placement, retreatment is requiree�s 9. FBC-R R318.1.5 C ncrete ova ur and mortar along the foundation perimeter must be removed beore exterlop ll treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R518,1.6 - An exterior vprtiI hemigal bar 'er,must be install, after construction is complete, including�an�scaping an irrigation. Any soli isturbed 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 buildi department by a licensed pest control company before a certificate of occupancy will issued, The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - I.C. (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 56 GARAGE DOORS (V =140 MPH) 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" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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. SE '8i U:`'o. 0 41, z • '•. F 1.,0 �''w C)FESSIO-t\ 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. W a g 48 �N 0 N N - y n rn°� J tL � _j IA fLo n F- � N N J LL LL LL a a a. Z �LL � 0 0�F- � � C W �•�-reNro ��inrn m ¢ i Z LL Z N U O 0 000 W 0 z_ z � z g VJ U.) � -� z U - u 4✓ fp U w � 0 LL, to c „ U UJ c Q r• Q S� � Eo I I Z0 ao Qa o O �i �i �o �o �O z CY -�d'<Z Ci J t� „ ZLL i Z 8 Z W ��=k Fx iiN Y Z 4 w� � O 4 it �ItT >M J .= 00 Q s Co CD 0 O 0) LO J N r Lo oo0 0 T Z E 04 0 Z E 0 !u c 0.0 _j JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE f� ROOF DIAPHRAGM NAILING SCHEDULE RInr.F I INF + + + + + + + + + 4 + + +- + + + + + + + + + + + + + + + + + + + + + + + + �p + + +- + + + +- + + + + + + .+- + + + + + + + + + + + + + + + + + + + + + + + + + + + + I- + + + + + + '-0" (TYP.) 6'-0" + + + 6'-0" + + + + + + + +++ + + + + + + h + + + + + + + + I' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + ++ + ++ + + +++++++ ++ c/i 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE 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" or 7/8" wood panels Two 3/4" wood anels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber FILL CELL w CONT. #5 > STD. 90" HOOK BAR STD. 90' HOOK BOND BEAM t CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D ���SHEATHING PER P COLUMN AND LAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI / MASONRY WALL OR INTERIOR BRG. WALL ��- TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min.) Small 2" min. Filler blocking i i 1/8" gap i { 2" max. a g p 4" max. I V iNeb Stiffener Fastener Schedule Joist Bearing Location Series F Depth . End Intermediate { 1 BCI 5000se 1 11-7/8" 2-8d 3-8d 14 2-8d Clinch nails 9-1/2 2-8d 2-8d when I BCI 6000s(" 11-7/8" 2-8d 3-8d possible I � BC16500se 14" 2-8d 5-8d 1) Support back of web during nailing to prevent damage to 16" 2-8d 6-8 d _ 11-7%8" 2-8d 3-8d web -flange connection. _- _-- ® BCI 60s 14" 2-8d _ _5-8d 2) Block solid between joists for full length of span. Tight fit --- 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 1 -7l " 3-16d- _ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d required when indicated or max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c„ clinched when possible. Stagger rows from opposite - Hangers with side nailing. — OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthkuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in ;V One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0" � STUB -OUT FOR 0 1'-O" o o 5 GAS METER U � 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24.O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS ` TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" r10d1 nails at 6" n.c- �Y Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges io O—L-0 ❑ io 6" A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1J2" g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 111[911111*3 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A SIMPSON MGT w/(22)10d ­_Ij NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULE FOR _ 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. Install tight totopflange. • ' SLEEVE THRU STEM • ` / • . �` � SEE PLAN FOR •. • . • '. ; . FOUNDATION INFO a • d' STEM FOUNDATION Filler block. Nail with \Z 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block — 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _7 -- requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE 0 REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A • • •' (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION 4 ' . d IPVC OR SCH40 SLEEVE r— PLUMBING LINE 4 � 4 _ cO Z \ . a • 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 da. d i dv L a o 4 v e e .e SEE FND. PLN. 00 SIZE & REINF. .P N 5'L • o 2 O� F L() f� �? 0 E S Al O / ffrnll�� 1� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W C N C',V m co rd u_ U. d � = w J o � o 00 LWO'o Z _5o N Cl)Q O J z °U DDD W z � z g J P tJ1 N z � ro U w W w 8 N v� Ly N 8 U • C4 CD Cl) J LL ((pp y Itg z • EV tCo i z Q ¢a U O zga �v W$ z a+ L cg a� m0 o z z ZN=o ZZ W C.1) 1is J!� 3t a. 8 A =1 s >M � W .> 00 (10 ^C^W,, m = Cfl � C CD r LO 0 o N 0) Ln r OO J � Ln � E 0) N o to z z r E �,; 1 C ro a E 0 _J ¢ p € JOB NO : 20-6577 SCALE : AS NOTED SHEET NO. SN 1 11 I. 11 P I ' _ I ' Irq IT1''11"II111 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT, FOR WALL HGT. <_ T-6". (2) @i6" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c_ @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT, OCHAIRS N 3° 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF ) WWF OR FIBERMESH (TYP. M PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT °' D 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ' _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3l4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING III,EDGE n 5/8"OR 1/2" HIGH STRENGTH -� TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� '- -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE "X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3l8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"4/16" PLATE WASHER (TYP.) WALL.HGT. < 8'-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. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5l8"x10' WEDGE ANCHOR @ 24" „ x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2�� WWF 0' 0 �31/2" MIN. �31/2" MIN. 1 a e d c Z ° • e a , d ELEV. -0'-31l2" a • a d ed ° ° e e e d A.F.F. $ ' - , • • • e e 2x4 CONT.d a _`J L jr I>•. • . - 1/2"(min.)-4" _ > • / • 1/2"(min.)-4" e 4 0 ° I I a a 4 e d e e e N ;0n -rr n 0 •. - I � n "- • 1••--,.• •• - 4 4GARAGE DEPTH VARIES a 31/2 (min. - 4 31/2 (min.) - 4 J g (2) #5 CONT. 4„ 11-4" 8" (2) #5 CONT. 4" 4 gn U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALL (,--C� TYPICAL BEARING WALL @ STEP K`CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'4" IIIS3 SCALE: 3/4"=1'4" S3 OS�CV BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?CIS t�E GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS 16" O/C �s SCREWS 7" O.C. @ @ \ �0 M� N @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc� (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL FOR WALL HGT. ,s 8'-6". 2 ROWS 8"x8"X16" KNOCK -OUT 8" C.M.U. FORM SUBMITTED WITH PERMIT / ( ) NOTE: 2x BLOCKING 3rd PTS FOR 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ INSULATION PER BLOCK WI 1#5 CONT. ADDITIONAL INFORMATION WALL HGT. > 8-6 . CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 WA1/2" GYP- T. (MIN.) @GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „„ „ „° METAL LATH. FIRST 2 LAYERS 3l8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL _ 8" C.M.U. TYPICAL 5l8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 (10)10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON �° 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600# TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACE ANCHOR ) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20^ MIN. LAP [24' MIN. LAP) #5 REINFORCING _ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH �' w/ (10)10d NAILS ` WEEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH IN 2x P.T. PLATE ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS > • oo FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' ' GRADE _ �- ° ° i #3 8t #4 LAP SPLICE GRADE 40 MIN. F = 40ksi M • . 1x2 PT WD FURRING @ 24 O.C. • a _ m - _ „ (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z ; ; FINISH GRADE °O 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a - - p a - - - 4 1/2 GYPSUM WALLBOARD - CELLS (SEE FOOTING MONO SHOWN o o = w ° s U.N.O. °P p _ _ _ °O 6 MIL VAPOR BARRIER I> > " °Q w - - FOUNDATION PLAN FOR CLARITY ° . n. R 1 7/8" �' - - - FOR LOCATIONS) ° D ° o I-1 I=1 I_= I = = I =1 = z #5 REINFORCING BAR - _ r 1x4 P.T. BASE NAILER D ° -1 FEI I I=1 I I-1 I 1=1 I I= z ° #5 LAP SPLICE (2) #5 CONT. - - 4"x4" INSPECTION D I-I117-1I 1=1I I -I I -I I I -I I • PORT AT EACH NOTE: g ° ° ° I =III= I 1=III=) I=1 I ` • ON 3 CHAIRS 8" 1'-4" 8" 31/4" BASEBOARD "' COMP. SOIL. (COMPACTED TO ° 36"MIN. LAP [36" MIN. LAP] (TYP.) FILLED CELL TYPICAL FOR BEARING WALL 1=1 I=1 I=III= � I -Ill= I � '- o W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ - - _ 95 /o MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB _ _ _ --� _ AT GARAGE CONTRACTOR III=1 I I=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 I ICI 11=I I I=1 11=1 11=1 I I �I I D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III; III �I III 11 II I II I II II I II it II I II II I II I I111I II II I II II I II II I li I I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 H00K MUNICIPALITY. CURB DUE TO SLOPE - -i - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 x-NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1 4XW1 4 WWF OR = ^FIBERMESH° DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL E SLAB INFORMATION. r, v • ` 1 * �� 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► z min. 4 " BARRIER ; p 1 .0' • a n COMP. SOIL. T 00 - (COMPACTED TO 95% MODIFIED PROCTOR -� ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. .1 1'-4" (1 STORY) STD 90 HOOK (SEE 4 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0° S3 SEE PLAN 1 1/2" RECESS FOR VA I 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS v GRADE T SEE PLAN FOR AT 24" O.C. MAX. CONNECTION INFO ` " & LAYOUT DESIGN s a . T TOP OF BEAM (1) #5 REBAR w/ OPT. SEE ROOF PLAN ao �_ • a: ' d a S E ENCLOSURE (2) HTS20 FOR STRUCTURAL BEAM SIZE & . a CONNECTION INFO - 1 • a ON 3 CHAIRS I TP. 4" 1'-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 314"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT _ CONCRETE SLAB 14" 13' PAVERS O.H,D. RECESS q. z O.H.D. RECESS d • :. 4" oQ r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1" (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM • • : INTERIOR 4. -31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ;0 C N- M 6 MIL VAPOR T - BARRIER _ I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE j ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > Cu 6x6 P.T. #2 SYP SLAB INFORMATION 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR g J w w ABU66 SECURE 2x4 P.T. BTM. PLATE wl 1/4"x3" TAPCONS AT 8" SLAB STEP & RECESS S.G.D. rM SCALE:3l4"=1'-0" S3 MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ., W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS So g GRAD FILLED SOLID (SEE PLAN FOR = Tftzl I_I 1=1a 4 ` 6 x 6 W1.4 x W1,4 SIZE AND REINFORCEMENT) "' =III =1 I � _ ° ° °. =1 I I1=1 1=1 1- WWF OR FIBERMESH M z w I=111=1 a w w :II I -III -Ill =III= I=III w I I=1 I-1 I- ' BRICK PAVERS or SLAB PER go= z • °a z0-0 . 11 FIN. FLR. COMMUNITY SPECS - -I - _ _ _ "' I I--1-I I I I -I 111111I III111 _ -I I I I I -.-1 I -I I- w II=FFOOOTIN III I III III 97 ITT III II -pi ti .r .' • ' ..' PAD REINFORCEMENT „ 3 MIN. CLEARANCE ', '� �• ••• SEE FOUNDATION (SEE SCHEDULE) 4" 4" 4 ' CONIC. PAD INFO. FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING 12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0° S3 SCALE: "'' •''-0• SCALE: N.T.S. S3 ,, ���'.filltla lll�hi .cZ N 1 . To the best of the Engineer's knowledge, information and belief, the structural plans and spe fflestions contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edlbon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 04 N J 7 # W a tor` 'LL LL a 04 aj M W Yp a w � t W 1 IN inrn Q Z CL O to �C4 Ous z `� °" DOD W z z � z � Vl v -Np Z C (D s ■ •rJ w � 0 W w U Q A sr ♦o^ CJ M o Z o so =o Q Zoe N �o� If Lo ry �o z COD J�Z g0. N 1� 0g. >M IS 00 .> ram. > Q CMID In = CO T 0 O LO J N T _� Ln r 00 � r M T N H o Z c E O v 01 d U J Q 0 J JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIORWALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING W(2) 2x HEADER PER PLAN VAF,IIES2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 11 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.) L—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. �S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT KD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK (1) #5 W/ BLOCK WI ( NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 ■�I�a!��!Iliili�l�l�!! �:��I�■ MIN • - •- • ��I... ■tlei-�_ ��III III■�■ ■■III III■■ -- ----III IIlIEN Ill __li �'llll IIII,� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL r > O 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR '..,; TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 a 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. Sic A��Vpo� �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" --i 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 W/MOUNTING ANGLE rOP 3 1ARAGE OOR 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 (2) (3) (2) (2) (1) LSTA30 (3) 1 (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 it FLOOR PLAN NOTES FOR QUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `--(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. DO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SP4 SIMPSON SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) SEE ELEV. t� SIMISON SP2 w/ (12)10d ' NAI AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 1AI 16d TOENAILS TOY6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 -1 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /- LNTELS SP4 SP4 / d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 o SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W a mco 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE 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) ° o ° • HTT4 wl (18) 1Qd NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • 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 rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I :\G 2X8 P.T. BOTTOM P TE C E 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 c d 2X8 P.T. BOTTOM PLATE D 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 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. __K PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD o S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— 0_ J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 i E o \G� — Q J �— c� -ILo ••.. F L® .......... f�6� R0FESSI0 "Will 1111111` 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 Bth Edition. Englneer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 11- ll mieIt u C.4 � 0Jitw -ALL fA t/j n L d M Q M MC LL LL LL a W 1 11 0 L g J i W a,o W�V N^M��i d Oo°F Qrn Z ❑V El WZNN N Ln z OLLaJ Q)0 N V fp •- w Q CD � M W L1_ � oLL go aE z S $g in z s$ 8 I� U W `$ R 8I� 3,1. M L. illi cm La ^, W .� 00 n/ CO > Q C m o CO O N T 0) LO Ln N • T = Lsn 1— 00 00 rn r E CV C 7—N o Z c �p E Q E B a3 C m c a. U Q p JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. S4 L.J-AW.V,.I , i SIMPSON HGAM11 W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4 1 /4 x2 3/411 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)10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A wl (18) NAILING SCHEDULE FOR „ „ 10d x 1 12" AT EA. 1 12" AT EA STUD 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES (USE BACKNAIL wl (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER S06 FOR 2 6 WALL SE " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR 77 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 CROSh BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. e EXTEND AT LEAST 90 /o OF MAX. & (2)10d TOE NAILS @ 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 NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1\W/ 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 6" O.C. 10d "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD7 wl NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 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/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) x U SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT ol "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 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGA10KTw/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36 O.C. SIMPSON SP2 w/ 12 ( )10d 2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD 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 'REFER TO DETAIL J 10d x 1 12" AT EA. 2x4 OUTLOOKER 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 @ 112 2"x4" CROSS BRACEqj 24" MAX. EDGES OF -WOOD TRUSSES 90 to APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O,C. ON TOP OF 10d & (2)10d TOEBOTT. CHORD FOR 4 TRUSS SPANS40� NAILS @ EA. ENDABLE TRUSS ATTACHED W/2-16d 1� 2x4 PANEL BLOCKING1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE(2) FIRST (4) ROWS OF OSB SHEATHING ATTACHED W/ 10d NAILS 6" O.C. °�F 2x4 BLOCKING @ 24" TAGGERED 1 d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILSSTAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA.O/C ES AND 12 O.C. FIELD w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUALEND TYP. TOP &�_ JACK TRUSS SEE PLAN FOR TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 11 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 >r '-� ---CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR BLOC 3-PLY) TOP PANEL BLOCKINNG, FASTTEE N 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" 0/C (2)12d TOENAILS._ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION SAME NUMBER OF ROWS SAME SPACING l( D B.U.C. � � ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 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 AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) 2"x4' TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 1 MAX.,. 1 GABLE TRUSS gb "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION E-11 ALTERNATE NON -DROP I ( `MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING GABLE END DETAIL SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL��M SCALE: N.T.S. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d tila 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) I v z \N k 0 Z w BRACING w/ (3)10d x 3" AT i • EACH CONN. @ 24" O/C SIMPSON HGAMI0KTA 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 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x47" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 0 VIA ON ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 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 10dx3" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I— /—GABLE TRUSS "—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-V MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �Go 0 CORNERJACK a w Z O U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" 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 E LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 .. DNS �'VL _ U �o 0. 4_1 0 °•� �F � ° �+* LC' w 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 - Realdentlal 8th Edltlon. Engineers signature and seal is onry for the structural engineering portlons of the drawing pages bearing Engineers signature and seal. r ) 4 8 88 pp mNiR im 0 (0 N N I N N (y 0) dJ , '- M Em r LLii L-L .0 W u h away Cr 0 J W IL �ir0) OD °ESN N �Q 0OU Z v�3 ❑❑❑ W z z � Z Q N Z WO W �N c � U c 00— z M =o WE �� zu Q E o� z$� N � =3 � N C O � N O �O IT Y z 8 �'0 U �_ W �i3� 01 0 c � >M L " � Al W m 0 .> 00 �•� > 0 ^^ CL m co r � 0 O C)) L,() J N Ln r 00CD r E r_ T N y o Z Z C O y L y C a U J J JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER __C P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. t3" DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 X #5 REBAR (TYP,) PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 4" 3-1/4" LONG X 3116"0 FURRING 3116"m X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ AN 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" �P') ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING " O.C. 2-ROWS INTO �� 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS�� 3 DETAIL HOOK (TYP.) STD. so^ 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 LID HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3A6" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL t[B DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" P SHEATHING TO TTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 1x4TAPCON FURRING @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2"EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"4 3/4" TITEN 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' ` t5^ FIRST 2 COURSES L INTO K.O. BLOCK �=FILLEDCELLPER 4*# BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 #FOR 2 STRAPS •' FILL lsta COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8"10 .. SOLID WlGROUT 1 PLY PRE-ENGINEERED TRUSS ' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL- * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 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 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ' ;" � � •: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN 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. ,.; ...: x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\\-2 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 Z-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'YZ' 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 NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , � k0TO TRUSS FR TO TRUSS TOP CHORD HqN MIN. 4" EMBEDMENT AT 16" O.C. + �F IVG+ry 1 r_Orr 5,-001 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJUINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH �� �� �� 1/4 x31/4 TAPCON (1 1/4 MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >.► ► ,p EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ►: /4" MAX 2,-0„ 81, TRUSS + SOFFIT ° ►. ► #5 BAR �p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 1.0" • D. ► • : * g RED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP . ► • N TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► .'' KNOCKOUT / N / • • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 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. EENTER SO IT .► DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX S PRECAST LINTELJ . '[fSTANDARD = •� .c t7 HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4YZ' WOOD FOR OVER HANG FILLED CELL, - •., •. , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'4") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" •; ✓ . ✓ • •� • ✓ . ✓ . ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3l4" = 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 w/ x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER NAILHTT4 1/2" NAILS STUDS & (1) - S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" L 5/8" DIA. ALL THREAD ROD EPDXIED wl SIMPSON "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, (THE SAME SPACING REINFORCING COVER 6�-0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ► ; ► w a r4 REINFORCING AS FOLLOWS: LL a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT "'''' P► e F- g « PRESS PANEL REINFORCING INTO PLACE. ''°° 6" MIN. LAP SPLICE W/ ` o' v z #5x6' EMBEDDED INTO ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL '` ' "' '` REINFORCING PANEL ° .: N FILLED CELL SMOOTH. DO NO FURROW. e ► \ \ DRILL 3/4 x5 MIN. HOLE " F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >, . ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p � ° .'.�•R O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° :► REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 EAWAY 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. i -jaow/Al i1 U 0 -.� FLO¢ OFESS%O if�'r'rllddlitlll`'�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with fhe 2017 Florida Building Code - Resident l 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» � 0 "Li dl iAr-- LA- UCL yMM W Jll: a t7 fCe J " C7 0 I— � WtR�O�jO1 � C r rG o Q�� S� Z 04 ° 0 aao W z z Q1 z _� C1 �O -LU V) Ly N U c -miIO �p ¢ 'Nn ife w U— s • ?• Q Q �0 UO Z o ;_ U � N o �O �s cz Vl , J CO) 3 �m g� gz o N � CD z >M W � .! 00 CD aCO N � LO�- 1 TLO 1— � 00 0)T 6 Z 1T O N to z c a E• • v -j Iv -O ad• M ¢ o c C JOB N16 O : 20-6577 SCALE : AS NOTED SHEET NO. SS 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. DB_�l 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS r.r c- r v%A lw �r r r r wvv • • "u 1 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. `L WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -f--= 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA 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 c 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.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 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 w) 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 TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON 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 AA SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION " PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" SEE PLAN FOR CANT. L— 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C �./ BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE EXTERIOR Ic ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d 7—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 LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES «-�_�.t.::mil r1_r_ .... �„ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ 10 10d SEE PLAN FOR NAILS AT BASE & SIMPSON ATTACHED PER ADDITIONAL VALLEY TRUSS SP2 w/ 12 10d NAILS AT TOP 8d NAILS AT � NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. ( ) 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL SCHEDULE PLATE MORE INFO. TRUSS 7T SHEALOW THING ATTACHED STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2X4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD @ ROOF SLOPE SIMPSON LSTA30 w/ y.; "1 SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON`" BELOW 16" O.C. - TRUSS/ FRAMING <��" @ OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS Np TOP &BOTTOM r" SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER s NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.__�" STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO LI �.. HEM w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - - W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS ����ilill E l l lJtl/,r/�f �• y ; N Q 0� Fto��. Z '?O E S 51 O ` t\ I rIIIit 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» a '04 N� N N J (DO j � O) OJ -1 � W 0 Q ��"KzR -LLa , M W N U.d oc �rj J $C� mho IL Sv a i N d Q d ❑❑❑ W z � z z Q $ a. �q1 z 0 o W 0 - �N Nro c = Uj I Cl) o� W U_ 14�E O '�° C — E g i o � ❑a 0 o �� N t S � � '�O 92 O z zN J eA 3 �p gw fin Ww Jco co 5 ° In >M J L � � T n' W O .� 00 CO ^ '- Ir— O Cal CD O N T CS N 0) Ln r 2 00 T � � LC) r— a; E T 00 rn N Z Z to E O" U vi Q p JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. D1 III IF11 ti 01'HAIWII�lII"��g' m v S 0 t0 C [O 0 �L 1�- 4 N N �8. E C i 12 .9 9 a J LZ 0 0 a N N E� FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS. BARRIER TEMPORARILY SECURE WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. O 6 cm: 30.5 cm include flashing as described in Section R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. ( ) 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of WALL BY 6 IN. RETURN UP JAMB U USE LIQUID EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish (A6BEMBlEDNIINOOV�) NAIL BRAND OR EQUAL WEATHER P 9 9 9� z PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE ' E:1 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) PP PP � 9 PP 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 HEAD FLASHING TIE-IN INSTRUXlher 1. Cut, fold up &temporarily securere weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation 7 V. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual AND WATERPROOFING METHODS TO weather resistive barrierp q y P P BE USED. 3. Fold weather resistive barrier back over head 2 2 Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER SEALANT AT 1)WI 4) SEALANT JOINT DOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SELF-ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M ©J 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT v SHEATHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater 1 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved g pp g p entry g. pp oved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ant of water into the wall MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING-­,,AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, r (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashingat exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH Q l'J SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 3" MIN 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER I CONTINUOUS BACKER ROD & SEALANT A SELF -ADHERED FLASHING INSIDE CORNER Ground 7 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 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/AAMA/WDMA 2400. I7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' • 3. 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 putters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o----a--- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 1STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH tAL FRAMING iAL SHEATHING 3AF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 2- L 1 L� L=�1 L =3 Lill N 0 N _o 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 - Residentlal 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ie Lo 0 5'-9 N "� LL e to��2 LL LL a 0 LLLL 0. 0 i t P NNrO � m0 m W LL �Z rn op O N M = aoa p to OOP 3 z °U DOD W Z 2i Z Z a _ N z ■ •U LU o O c § �tA U c a � 0 C,4 M J a a S g f_"g111( �F z0 on g oE E $� N CO (= g Z M U W�- v o d- e :� M J L � W M c� ' ■= 00 7- �1 (D .2 00 fD O N T CD 0) L0 N r� Mq T oo 0 T 3 T O o >v a3 c Il U Q p JOB NO: 20-6577 SCALE : AS NOTED SHEET NO. W P r.,.,..t'.,. y+/',.+'7...,,`(t�c`•"�, Per w t • M , �n .,r, a . . __-- - A3_ _- V.,.^ '%%IA.; �., i �. _ FL172441 . _...» . v.. ,,:v, ,_ .,r�.,,>. o a, ..x^r"P.. �:lis ..,,,a . �° . ;. , � �," 1� �/ - �! � � !, „r 11�u,, 'i „fir .W ............... ESR-3455 12/31/2020 A23 1 FL10446.2 �:a r.. G'1°" ',s^, d �e tay. IN r� ��7't�rtM n:g". '+>�` � d'?5 �# .� �♦eh r l ESR-2606 12/31l2020 July 8,2020Cn PRODUCT APPROVAL SPECIFICATIONS SHEET ,8 H zo ' _ � As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please prortde the Information and approve) numbers on the building components listed below If they will be utilized on the construction project for which you are applying lbr a N - Cu W U O .�.. CV � O to -0 a C ICU A-- O -a U O O L. - L N O d C O - 'S � •O L - - C ICU__......_.,._.._,_,FL17241.7 .cn -0 E O Q t� O L .� r` -- CU O (p O- ,� O a- .�, t� .a .� C!) Q A AN.� HD210-2 ,.. ,. FL17232.3 ... .. , ..... »» _ESR-3445»- ___.._..._..__......_._._._ 12/31/2020 HU210.2 FL10856.4 ESR-2549 1213112p20 - _ H0216 -_._..,....__-HD26 .FL1,7232.3 » » _.............»__FL17232.3_.-.-.._.ESR_3445 .HD2t63 FL17232u3 - --_ ESR-3445 ._._,__.._..:,__._....--..........-....._ _ _- - __- _ ESR-3445 „ _.._- - „^ 12/31/2020 ,.12/31/2020 12J3112020 -12131 HU212-2 FJ218 HU216-3 FL10856.4 FL10B56:5 FL10856.1 ESR-2549 ESR-2549 ESR-2549 12/31/2020 1213112020 12/31/2020 fvw�fHD212-2 Wlaunting Brackets (10 f rug4il 41/2ex4.1R'x2-12" a (May be tut to W) See Anchor Schedule Right fkacket(16Gauge) IiG(t5 1(2" D1a. its t;aly, (Typ') o T o �t]45e1f-Drill) nS/ Screws A/C Unit Bottom Edge HurrcaneStrap (TVpicah 3 n front) Washers Front Cross Support Sdf-LoickingNtrt3 (Mdjtbe'CuttoW) Left Bracket (16Gauge) 014 Stif-Dr11i Screvvs'rhru >braCketx 9t r�l Back Cross Support Into A/C Unit Somm Side (Typical; 3 each side for hurricane use) ?+p i I I ' � `� 'u` �`*'r 1an akest_..__.....-._._.,_...-..»_......_......_... Cate o Subcata Manufacturer Product Descri tion Approval Numbe s Test Preaaures Exp. Date HD28-2 ............__............... _.......____..__.....__ _.,_... HD410........._..,..............-_._,�..._FL17232,4-»_...._....._............._.........................,.................._,. _.. HD412...,...,..,.....-......................._._._...._FL17232.4.,........,............. H FL17232-2 FL17232.3 _.....---•-'-____...._.__..........._._.__......._,.,.._..__..__......_....._.........__...._.._...,._..,,,.._.....».,..........................................._........»...........-.......i...._.__.._._.._.._._. ...... .......... .................Smooth-Star(NON-IMPACT) ESR-3445 ESR-3445 ESR-3445 »............... ._.._.............._. ......._......»,...........».....-........................ _...................,..._,..,,,...,,.,..._...,_,.,.,ESR-3445.......,_. .ESR-3444 -� �� 20i20 12131/2020 12/31l2020 _...______-.._.._._. 12/31/2020 12131/2020» HU28 HU28-2 HU410 HU412 HUCQ410 FL10856.3 FL10856.4 FL10856.9 FL10858.9 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR-2549 SIM200804 12I31/Z020 12/31/2020 12/31/2020 ...12131/2020 12/3112020 1. EXTERIOR DOORS A. SWINGING ThefnlaTru Flrber-Gassic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 pelf 12/31/2021 ThermaTru Flrber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 pelf 12/31/2021 ThermaTru Firber-Gassic and Smooth -Star ON-IMPAC FL20461.14 +67.0/-67.0 sf 12/31/2021 _»....__.__.._HGA10 .FL17699.1-� _» Evaluation_Report _.._.__.._......._............ __ ...12/31/2020 HGAI0KT FL11470.4 SIM2008M -»12131IM20 ThermaTru Classic -Craft and Benchmark FL15225,1 +67.0/-67.0 sf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 1213i12020 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 sf 12/31/2021 HHCP2 ___..._.._._..-.HTA16 _.,.._»_._. FL17236.7 FL17680.4 -- - ESR 3448 --' - - EwivationR port_._...,......_....._ .............._.... 12/31/2020 12/31/2020 HCP2 HETA16 FL10447.2 FL11473.5 ESR-2551 S�M200802 12/31/2020 12/31/2020 ThermaTiu FlberClasslc, SmOothstar, GasslcCrelt, Rustic FL7640.1 +67.0/{7.0 sf 12/31/2021 iiTA20-18....,.,.»,.,.,.,._...._._._._._.___FL176i30_4 HTT 18 _._._ .............__....__.__--........_..Evaluation FL17324.2 Report Eveliii. R art ....2131/2020 .ii2020 HETA20 HTT16 FL11473.5 FL11496.1 SIM200802 ES-0130 12J31/2020 12131/2020 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.Q sf 1?J31/2020 »HTT45 »» _ .�_.__..... FL17324.2_.__._.._......._ .._...,-..-......__.__.._._....._ !tion»Report 1ZI31/2020 HTF22 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTW18 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 .12131/2020 12I3112020 C. SECTIONAL CI a Builds Products Residential WindCode Doors W5 8X7 FL15279.37 +30.0/-32.0 sf 5/21/2028 _...........HTW20„___._._.._.._......_ ............._.FL17244;g..,,,,.»,.,.,..,.,..,........,,....,.,.,,._„» ESR-3455 »»» -12131/2020 HTS20 FL10458.23 ESR-2613 »12131/2020. CI a Build) Products Residential WindCode Doors W5 16X7 FLI6279.53 +30.0/-30.0 pelf 5/21/2028 __...._._.........._HTW24 FL17244;8 »..,....,........,.,.......,.»..........................»......,»,,..._....,.,,.,.,.....,»...._._......,.._,....»..._.__..-_........_......._..__..__'_-.... ESR-3455 12/31/2020 -----.._.._..__._..__.. HTS24 FL10456.24 ESR-2613 12l31/2020 .12131/2020 CI a BuildingProducts Residential WlndCode Doors W6 8)V FL15279.85 +38.0/42.0 sf 5/21/2028 _................_...._��...__.__.__........_.............»_........_FL17244;8 . _.-_.__...-_.........I"...,........_» HTWM20 _»»» » _»..»»..»_.._„»_....__»_»..-»»»»....».. FL6223.2 » ESR-3455__._..._._..,--"---_...--------...... »....___,_.»...__.»-..»»»...»»»..»__._.,_..____._-_ Evaluation Report -_...__......__..-12/-31/2020 12/31/2020 HTS30 HTSM20 FL1D456.26 FL11473.11 ESR-2613 SIM200802 12I31/2020 CI a BuildingProducts Residential WlndCode Doors W6 16X7 FL15279.102 +37,0/41.0 sf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 SI le & Pairs of Doors FL11537.1 NIA see inst sht 12/31/2025 ......................... HUG72... _..................__.........»_...FL6223:3 HUGT3 _ -' FL6223.3 ---......_._............»_Evaluation _Report _.-_........._._.......,..,..._._..._.._ Evaluation R ort -12/31/2020 12/31l2020 HGT2 HGT3 FL10456.18 FL10458-19 ESR-2513 ESR-2813 12131/2020 12/31/2020 2• WINDOWS HUS210-2 FL17232.6 ESR-3445 ._.___._..__._.._..........___.-ESR-3445_.....,._...,.._.,.._.........,_........»...».... 12/31/2020 HUS210-2 FL1o856-R4 ESR-2549 12131/2020 A, SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50,0/-65.0 sf 10/8/2023 HUS212-2___..._...._......--'----'FL17232.6mm---__ 12/31/2020 FRJS212-2 FL10856.11 ESR-2549 .1Z3112020 PGT Series 5600 FL239.7 7/30/2020 HUS26 » _. ___ _......._FL17232.6 ESR-3445 _._..._._...........__._. __,_,.....-...................,...»............ » 12/31/2020 HUS26 FL10856.11 ESR-2549 _12/3112020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 sf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40,G/-00.0 of 4/3/2023 ____ __HUS28-2 _._ HUS28-2 FL10856.11 ESR-2549 12/3l/2020 PGT Series 5520 FL243 4/30/2025 JL24 _ __.__.... .ILZ6 ._-._.__,._...._,..FL17232:6 _.._...__,,._.,..,.,..FL1,7232.7 FL17232.7 _..,,.-,._......_..._......,.,..ESR-3445 _ __ __._._....12/31/2020 ESR-3445 .,_......................_.,......,.».,_».,..,._._»,_........»._.,, ESR-3445 12/3112020 12/3112020 LU24 LU26 FL10655.103 FL10665.104 ESR-2549 ESR-2549 T,1213112020 12I31/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 ...........................................................».......__.»......».....,»,.....»...»...»»_.,...,..,-...».,..,._......,.,». JUS210-2 FL1723211 _»».».,».»..».,.»»........».,...,.»..-...,..............._»......_W-._.__._.........._.................__-' ESR-3445 12/31/2020 WS210.2 FLIW55.107 ESR-2549 12/3I/2020 PGT Series 6600 FL261.1 NIA 5/26/2021 . .S 4 _._........_»..,..-....»-»...._.....6....................... FL1723210 ...-.- - -172 _ ESR-3445 - - -....._.._..__........._._.._......._.. -- -..._....__...........__.................................. 12131/2020 WS24 FL10655.109 ESR-2549 12/31/2020 E. OTHER . -- ...., . ,.JUSZB................ _..»... .»---- __FL1723211_.............._._.. ESR�445_._........._...._...........,..._,...._............,.....,12/31/2020 -1.1..i.,....I......,....._._. LUS26 FL10655.111 ESR-2549 �•12J31/2020 JUSZ6 2 FL1723211 ESR-3445 -----...._....._-..__.._...__._.____...._._____.-.._...,...,.._ 1213112020 LUS262 FL10655.112 ESR-2549 12/3112020» 3. PANEL WALL _ _._.... James Hardie Builds Prod. Cam lank La Siding and HardlePlank La Siding ... FL13192.1-FL13192.2 12/31/2020 JUS28 ___,.»___»__.,..__...__...._............_._..__... JUS46 FL1723211 FL1723ZIl ESR-3445 .....................»....._..,,_,...__......,. ESR-3445 12/31l2020 12/31/2020 WS28 WS46 FL10655.113 FL10655.118 ESR-2549 ESR-2549 12/31l2020Jame _.»........,...,,_....._,..,. 12l31/2020 A. SIDING N/A B. SOFFITS Alside Solid and Vented Solt FL15272.1 - FL15272.2 +70.Gf-70.0 sf 12/31/2020 KLEG3 KST260 FL17241.15 - FL17244.15 ESR-3444 ESR-3455 12/31/2020 12/31120120 LEG3 Ill FL10667.71 FL10852.7 ESR-2615 ESR-2105 12/31I2020 12/31/2020 C. OTHER _ ..__.._ _.___ _._._.._ _.___.. _ ._.__ ....... _ LSTA12 FL17244.18 ESR-3455 12/3112020 LSTA12 FL10852.4 ESR-2105 12131/2020- LSTA15 _ _.._......_....»..........__..._....._........._.»..»..»»»................... FL17244.18 ..... .»..._....,...»....»........................ ..» _........_...._.._... ..... - _.._..__... ESR-3455 _...__.`_......1202__. 12l3112020 LSTA15 FL10852.4 ESR-2105 12/3112020 4. ROOFING PRODUCTS _._____......_LSTA18 FL17244.18 ESR-3455 _ 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12J3112020 B. UNDERLAYMENTS Tamko 1Sib Felt Undella mart FL12328.6 N/A 10/18/2021 - . LSTA30 - -- FL17244.18 _._._._.-,ESR,3455 ..ESR-3455 .............._. ,»� 12131/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 C. ROOFING FASTENERS NOT USED LSTA38 ... ..,................, . _..._...,,,..,... ,.»,.... - _, _...,,.._,. , , „ ,., ...... FL17244,18 •,.,•..•,....,. ,._,_.-........,-. _.......,,». „ 12131I2020 LSTA36 FL10852.5 ESR-2105 � 12131/2020- D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Rid Vents FL16918.1 - FL16918.4 N/A 9/9/2026 _-------- - ---- Florida Department of Business & Professional Regulation Papa l o12 Building Codes and Standards 728=1e Product Approval Application Detail LTS19 _... .._..._._. LTS20B _ FL17219.2 »» » _»»»»......,,..,,,.,.,,... FL17219.2 ER-0200 ......_........_»..............»..».»...».»_..__»_.._.____.____.------------._..._. ER-0200 12/31/2020 __._,_.._..._.__.._.._. 12/31/2020 LTT19 LTT20B FL11496.3 FL11496.3 ER-1 ER-130 1?J312020� 17J31/2020 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 - -- ---��-_._.__._._....._...._-_..»»_••FL17219.2» _._._-----._..........__.._-- LTW12 --------------'-- __ » ----.. __..»._..-_.._»_._..._............_....»....._».....-...........».,».......... FL17244.8 ___._._.._.._.__._._. »».... W W »»- ER-0200_......_-.___.-_--_.-__.___-_........12/31/2020 _.....__...._»_»__.__..--.-.-_-.--.___._---..._..._.._.__..._ ESR-3455 . 12/31/2020 LTT131 LTS12 FL11496.3 FL10456.29 ER-130 ESR-2813 12131/2 & _..»»_.._ -... 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 > O V /11 �/ C- CIO ' O L i••L C U CIO m CIO M /r��' Q W Z Z Q J 11 E. ROOFING TILES BlJral Tile Ville 900 FL7849.27 - FL7849.28 N/A 12/31/2020 _ LUGT2 __..__._........_.....__._....._...»..._-----'----..._-....---.._..-'----,.._..___._.._........_....,.........,, FL17240.2 ..............._.,,_....,,,.,.,,..., ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 _._._------'---'- 12/31/2020 Boral The Saxony900 FL7849.16 - FL7849.20 N/A 12/31/2020 -. MP3 FL17244.22 _ - -..._.._..........._........_._._. ESR-3455 _....__,..,............. ............ - .... .• 12/31l2000 LS30 FL10446.15 ESR-2606 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum Gu11Lok 16" wide roof nel FL11651.2 R3 N/A 4/12/2024 MP34 FL17244,23 ESR-3455 12I31/2020 A34 FL10446-3 ESR-2W6 1213112020 oi. Penamo srstle Embcpl sic �e sNtt rim � Enalnar&ueenae v.lwat.dew yallpinNsi ggpp�d FBCAoorowi dastp3e9 Mtn Revision 2017 Gulf Coast supply & Manufacturing. LLC, Eng David Daniels, Kuhn Locke Bowden P.E. 10/122017 1a102017 10/17201-7 12JI22017 Approved Category: Rooting (352) 49&0778 PE-75519 (334) 300.1800 comp) one" Metal Roofing InfogOUlkoastwDPy coon CompNanw Method: Evaluation Repoli from a Florida Registered Architect or a Licensed Florida ProfessionalEngineer ,9Y�yigNgg= �ptg„yss Aaorawdfor use bit 29Nla3 ��, ProAret ModN. Mnnba w Noma Cwtrad Omiraean Date Ie.tflrtii Outside HVti1Z aasaaoa Pr..ar. 1 0.032&qud; Aluminum SV Crimp Mn 15 2&µud; S l Crimp Aluminum Roof Penal ON122024 No Yes N/A +N/N error 15/32&goof; Plywood-108.5PSF 2 0.o328qud;AluminumGUlTLek MIn00328qud:AluminumGurcLON16&qud;Wlde oanz2oz4 Na veer NIA +N/N RoofPanel over 15/b2&qud; Plywood-116.OPSF 3 18,quot;24ga.GUT Snap 1&qud; Gun Snap 24Go. 17&qud;wideRoof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15 VorsaL : 24gs 1 4 1&qud; 24ga. VerwLoc over 15 Vaquot: 24tia 18.5&qud; Wlde Roof Panel 04/122024 Yea Yea N/A «N/N over 15132&qud; Plywood-136.5PSF 5 laqud;VerseLoc.0328qud;Aluminum laqud;VasaLacmN.o32&qud;auminumova OU122024 veer Yea N/A *N/N 15/S2&qud; Plywood-101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&qua; Gulf Slap 24ga. 16&quot: Wide Rod 04/122024 Yes Yes N/A -NIA/ Plywood -116 oPSF Panel over 15A2ersoL c, min 7 1.5&quoY 24pe. Versaloe 1.5&qud: VerssLae min 24ga. 18&qud: wide Roof ON722024 Yea yes NU +N/N Pend over 15/s2&qud; Plywood-123.5PSF 8 28quot: 24pe. MagsLoc Mn 24 Go. 28clud: Megaloc 188qud: wide Roof 04/122024 No Yes N/A +N/IV Pend over 15/s2&qud; Plywood loesasF 9 24 Ga, Gulf LOk Mn 24 Go. Golf Lok / 88qua: Wide over 15/32&qud; OM122024 No veer N/A *N/AF96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Go. Gulf Sam 16&qud; Wide Rod Panel 04/122024 No Yee NIA +N/AI.93.5PSF over 1x4 Wood Purlins over 15/32&quok Plywood Seam, 1 3N&qud: Snap Lode, 04/722024 No vas N/A wAI 11 24 Go. Gulf Seem IS u t; Wide 18&opd; WWe Roof Panel over 15/!2&qud; Plywood -108.SP8F 12 26 Ga. 5V Crimp Mn 25 Gs. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/N Plywood-156.5PSF 13 28 Os. SV Cr1mp Mn 28 Gs. SV Crimp over 15/J2&qua; Plywood OM722024 No Ysa N/A +NfAI.131.PSF 14 26Go. 5VCrimp Mn26Ga5VCrlmpRod Panel over lx4Wood 04/122D24 No Yes N/A +N/N Purina seer 1 if Lok 1 ; Plywood +N/Al PSF 15 28 Go. Gulf Lok Mn 28 Ga. Ou4f Lok 18&qud; Wide Rod Panel over 04/722024 yes yes N/A +N/N 15/a2&qud; Plywood-161.OPSF 18 26 Go. Gulf Lok Mn 26 Go. Gulf Lok 16&qud; Wide Rod Penal over 04/122024 No Yes N/A +N/AI-63.5PSF 15/a2&qud; Plywood 17 26 Oa. OuIfPBR Mn 26 Go. Gulf PBR Roof Panel over 1592&qud; 04/122024 No Yea N/A +N/N Plywood-1S4.7PSF MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2W6 12/31/2020 ..._.._.. .... MP5 _ ..,. - FL17244.22 .... ESR-3455 1213112 020 L S50 .1 FL10446 6 ESR-2606 ••......,.....,................. 12/31/2020 FL17240.3.....,.............._ 12/31/202D WMI416 FL10657.86 ESR-2815 12/31/2020 A. STORM PANELS Global Protection Products Galvertized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 .__....__..__.MPH3516 __...� MSTA12 ..... FL17244.18 ..........__._............,...,........_..»_.......»..»ESR-3447..,_.,..,.._»__.»_...._.-._ ESR-3455 » 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020»subca All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 6. STRUCTURAL MSTA18 ....,._...,........................_.,,,-,..-_.._...._...._...................._....____ FL17244.18 ESR-3455 .__._ ._ _. _._._..._....,. _._ ..._.__.._._.__.._._ 12/31/2020 ......__..........._......,..., MSTA18 FL10852.9 ESR-2105 12/31/202D COMPONENTS MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA36 FL17244.18 _. ESR-3455 ...._._.-....- 12/31/2020 MSTA36 FL1065Z9 ESR-2105 12/3112= - _- ANCHORS Simpson Stro-Tie see chart _.................__-_'__....._... ..........._. __ MSTC40 MSTC52 ..___.....__._-_._._....-.._�,.._........._-..._................._.__._._._._. FL17244,26 ., .....,......._ ................. ....... .. FL17244.26 _ _.....,.._'-._.,,_..._. ................._,.,.,..,.,.,.,.,....,...,,,..,.....,..........,.._........ ESR-3455 _. _. _......._.. .... ....... .....,.. _......_,,. _ ._ ».,...»,.....»,.».,........ 3455......»... 12l31/202D »_»»..._»._»_.__ 12/31I2010 MSTC40 MSTC52 FL10852.i1 FL10852.11 ESR-2105 ESR-2105 12/31/2020 ......,...._.._......,_.,.....,.,.. 121311Z020 I BuildingCom ants Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/�20 .._.._._.___..,__»»_._...._....._......__..__ _ „-_,,,,,- ,MTW1Z. _•.•...••••...••..•.,,.»„•.,....FL17244.6 -MTW18 .-._.......-..._.......__.._.._._..'_-_....__...........__ MTW18 ___.»......_..»..............,,...,....,.._.,.,,_........,.......,.....,..................._.,...........,,.-_». ...,..,..».,..,..,.....................,..,..,...,,.,..................,.,....,......,.........,...........,..,-...,,,,.........,.,.,,.........,.....,..,..._._........_.._-_.»..._..,....__._.._....._...._._..__ FL17244.8 ................»............,....,...,.,...,,,.,,........-...,.................. FL17244.8 _.. _........-ESR ESR-3455 ESR-3455 ,,...,....,.,......,..........,.-....,...,....,.,.,,...,,...,,,...,,..,...,...,.».........-...»_...»._.__......_...-......_....... ESR-3455 12/31l2020 12/31/2020 12131/2020 MTS12 MTS16 MTS18 FL10458.33 FL10456.34 FL10456.35 ESR-2813 ESR-2513 ESR-2813 ......................,•...-�............ 12/31/2020 ...,...w..,.,......,.,,..........,..... 12/3112020 12/31/2020 MITek Industries, Inc, Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1-FL6527.5 NIA 3/31/2021 Cast -Crete Corp. HI Strength Concrete Untels FL158.1 N/A 5/21/2022 WMID ... ......_..._..._.... FL17244.8 _....._._.._..__-..._.__._..___.._...._._____.... ESR-3455 _...._.._.......__...._......»_..__....._._»_._____..._._.______.._.__.._.._-..___..__...._... 12/31/2020 MTS20 FL10456.36 ESR-2813 12/31/2020 Commercial Concrete Products, Inc Hi Strength Concrete Untels FL1774 NIA 5/25/2024 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 ...........................,,,..,...,......,...._...__.....___.._.._._.._____._.__..._.__..__._.__........- FL578.2 Evaluation Re port --......_......._..._...__.._.._.._..............._.._........___.............._.....__,...,.._........_..._....._........,...._,.,,.. 12/31/2020 _.....,�.,,..-,.,._............_. MBHA3.5e/11.25 FL13904.6 ESR-2616 12131/2020 ...,...».....»...»..»,........»..._ NFM35X16U FL578.3 Evaluation R ort 12/31/202D MBHA3.56/16 FL13904.6 ESR-2616 12131/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-ZM 12/31/2020 • • PAU66 ...............»._.._.»._........_.»,.._,..._.,.»_.._ PHD2A ...»_.»,,...............,........_»...,,,.,......,.,.,.,...._........._.........,............._........--..__.-„--._.-.,..»..,.._.__..,,...»_,.,_.....»..,,.,.,.,,.....»......,.,........,,......,,.,......,......_....................... FL17239.13 ._.»...»....,.,,.,..,,,.,....,.,....,.,,,,.,.,.,..,.,,,,.,,...............,,.»..».,.,...........,..................,...._......__..»,......,.....,..,.,,...•...,.,.,,».,,.,..,..,,..,......,.......,....,-.....................,.»........._ ESR-3449 ER-0200 12/31/2020 ......_.».._...._,_»,_.._» GLTV3-516 FGTR FL10%7.8 FL11473.2 ESR-2615 SIM200802 12/3112020 12131/2020 The products listed below did not demonstrate product a yowl at an reulew. I understand that at the time of Inspection of these products, the followi �' P P� PP a P� P n9 information must be avallable to the Inspector on the obsits; 1 co of the roWct ap oval, 2 j copy p aPPr -,.__...... __.......___ _...._.._ - - -- ._......_w-...-_.._,..._._._,._.._.._ ___._.._-_.---_..-. _.____ ._.-.____..__._...._.... _!...,....._._..._. ...,.._-.. _..__. _..._..._........_..,__._,.._....._.....____.._.._.._-._ _.,-.. _..,.__�._. _..:...... ..............� -- --- ---- - - - � � '.. - --- --_ -6-- PHM13516 _.__._......_._.__FL17219.3 _._ FL17241.20 _».».»__..».».,.....».._......._....» "" ESR-3444__-.,.__... ._12131/2020 - CS16 FL10652.1 ESR-2105 ....i "' " "�'' 12l'31/2020 RFUS _ -_ FL6223.5 Evaluation Report _12131/2020 12/31/2020 H1 FL10456.5 ESR-2613 12l3112020 .......- ..... - RS150 -......_.._.__...._.... _.._..,-...._........._._...._ . FL17244.27 ESR-3455 12131/2020 H10 FL10456.6 ESR-2513 1. i2/31/2020 RT15 FL17236.3 ESR-3448 -._....___'---____-_.__..._-.._-....-...-.-._.-..__..__............_.._..._......_._..._.._ 12131/2020 H10-2 FL10456.7 ESR-2813 12/31J2020 ............................................-.................. RT16 2 -....__..-_._.._-_.._..___--..-_'--- FL17236.2 _ ESR-3448 _...__..__...---...__.-..-------"-'---..___......___...._...._...._»......_.---. 12/31/2020 H l0A FL10456.8 ESR-2813 » 12/31/2020 .....,.._................................................................._.,_.._.._..__._.__........._.._..__--__ RT16A FL17236.Z ESR-3448 .__.,_..,,,m.._.,_.,... 12/31/2020 H3 FL10456.13 ESR-2813 12131/2020 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-2613 _12/3112020 12/31/2020 FL17236.3 _ ESR-3448 » 12/31/2020 H25 FL10456.11 ESR-2613 12131l2020- 2 f� - APPLICANT SIGNATURE DATE -' _...._......__...RTS RT7 _...-._- FL17236.3 ESR-3448 12/31/2020 H25A FL10456.12 ESR-2813 -••�^-^•-••-• ^•-^••• ^• 12/31l2020 RT7A -_..........._.._.....__»_........»......,...____..,. FLi7236-3 _.._____._._» ,.».__.»__, .. ,_. ESR-3448 .» .,..»,........»_.»..».»....»»_»..,..............._......................»..... 12/31/2020 .»..»___»__.._---_......... H8 FL11470.3 SIW00803 12/311202D .,..........,... ........,_.,_. RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31l2020 SFT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12131/2020 Florida Department of Business & Professional Regulation ragez dz Building Codes and Standards rlanola Approval PT 4 S 2 FL 17244.31 ESR-3455 12/31J 2020 SP4 FL10456.43 R- 1 ES 28 3 12131l2020 5PT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2813 1213'0020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2513 12/31/2020 SPT8 .Product SPTH6 » »» FL17244.32 ESR-3455 ESR-3455 12131/2020 12/31/2020 SPH6 SPH8 FL10456.47 FL10456.48 ESR-2613 ESR-2613 12/3112020 12131/2020 awdmuummmm Asoresed for Use AOQewd fer ua !� Doolm, UA Sao lamag at■bud ! to 26 GIL GUI PBR Mtn 25 Go. GLEPeR Roof Panel amp 1x4 Wood 04fl2/2024 Yes Yes NIA +N/N Pains ever 15A2&¢urt Plywood-151.7PSF 19 26 Gs. GuNPBR ► n 28 Ga. GWPBR ever T5/S2awot; Pywood OW122M Yea Yes NIA +N/N -,54.7PSF 20 26 Co. GnnPBR air 26 Go. G,aP&4 over Tics Wood PuAn$ over 0022024 No Yes WA +N/N 16a2&Wct: ywaod-151.7POF 21 26 On. Gunge Mtn 26 Ga. GdMib over Tait Wood Perkin aver OVT220Y4 No Yea NIA 'N/N 15A26 Ga. Plywood-164.2PSF 22 zs Ga. Gunton Min zee o.. GraRe over 15/32&qud; s+yeeoa ou122024 No r« NM -159. 23 26 Go. Gunge Mir 26 Ga. GLORib over I&W&yuat; Plywood 04/122D24 Yes Yes NIA +NAI -156.21091' 24 zecf..f3,tlRe rran26quot;P Ri nef,z4Wood Prra,s° °' t14/122024 ties Yes f4/A 15R?&grrd; Plywood-164.2PBF 25 26 Ga. Gunge Min 2s Go. GsraRIb over 10 Wood Peen over D4n22o24 No yes NIA +NMI 15A21'Wot: FV-W-123.5PSF 26 2eGa. Gunge Min 28Ga. GLMiboverISMScluet;Plywood 04n2/m24 No Yes NIA +N/N -148.0PSF D Zfi t3. CsV 11Rb Min 29 Ga. (alaRe over 11t4 Vyoed Praars der OMT 2IZ0'M No Yes NIA *NHV 7A6&qud: 0.8.8.-101.OPSF 28 29 Cie. GuMRb Min 29 Go. GWRib over 7/18&quct; 0.SAL 04/122g24 No Yes NIA +NAI -116.OPBF FL17244_32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 _ ,SPTHB SUH24 _ FL1723213 ESR-3445 12/3112020 HHUS282 FL10655.3 ESR-2549 12/31/2020 7HD28 FL17232-16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 THD282 FL1723216 ESR-3445 12/31/2020 HGUS5.25112 FL11468.11 SIM200804-12/31/2020 THD410 FL1723216 ESR-3445 12131/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 ........._._. __._»..,_.__...._.._.........__...,...».....,_...._......._..,................ THD412 ............ ..... FL1723218 ......_........ ... - -- ......._.._.......,.,...........,.,.,..,.,.......,...........,,.....,._.,»..»_».. ESR-3445 _». 12/31/2020 HDQ8SDS3 FL10441.1 ESR-2330 12131/2020 THD612 Fl 1723218 ESR-3445 12131/2020 M STAM24 FL11473.19 SIM200802 12/31/2020 THDH414 FL1722PSF32-17 ESR-3445 12/31/2020 M STAM36 FL11473.19 SiM2W802 12/31/2020 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHDB FL17219-5 ER-0200 ......_._.._._.__.-__..__`.__-__._......._..___..-----"-----'--___...._,__..._.. 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 ............ ..... __...................................._.._,...._......_....,,_._.._._._..--_.---._..........._...._.._ - - - ....._._..--'---........._........._....__...`--...._...._._.............._...._.._..__.........._.....__-.._..-.._................, LGT3-SDS2 5 FL11470.7 SIM200803 •• 12/ UM20CU ...._......_..__._........_.............._.._........................__..........._.._........_...._............_...................._......._.................... - - - LGIJM262 FL11473.12 .......__.._..»._...._.._..,__.. SIM20D802 12l31/202D _ - - a�ftli Cods vwzlcn: 2017 Flit 11651 Application 7Wo: ALL product Mmubakca: ALL ALL ALL Appkedbn steers: ALL Complkrm Maarod: ALL Onallty Asvarea PJaair Cmttaat Ogrtad: ALL Frodtpa Node% M unbar a Norms: ALL Product Gaaolpamn: ALL Appravedfaruseln HVNZ: ALL Approved for cos outside HVHL• ALL trrtaaf Resllalr ALL Daalpn presat►x ALL Dole From: ALL Deb To: ALL Entity or Date Pandina 20 Version Yi0i1[iGhIL` igeaci EuaLWISLbllpema VallddedBy yip FBChamu l ARRIAM OlNrktt Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 08M72018 D823/2018 108182018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300.1800 subcategory: Products Introduced as a Result d info�amadventcom New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . : ' �. , . • ;, :.�IIdIh1�5fIr�GL Approved for Um 9oorovedfor Use .r I� 2nimLU AM ft P"duat aaodel. Number or Name g�(gg � drtalde HVHZ 1 SmartVent Model #1540-510 Dual Function Flood and VeMoekon Vent 12/Y12020 Yes Yes NIA +t00F100 2 SmartVent Model rs'..11 Duel Function Flood and Ventletion Vent 12/312020 Yea yes NIA +1006100 3 SmanVent Model #1540.520 Insulated Flood Vent 12/312020 Yes Yes N/A +100F100 4 SmartVent Model #1540.521 Insulated Flood Vent 12/312020 Yes Yes N/A #1001-100 5 SmartVant Model 01540-524 16&qud; Garage Dow Flood Vent 12/312020 Yes Yes NIA N/A B Smanvent Model#1540.570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes N/A +100ploo 7 SmsrtVent Model 01540-574 14.5&oud: Garage Door Flood Vent 12/312020 Yes Yes NIA N/A SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Pew I of N Florida Department of Business & Professional Regulation Pop 3 d e Building Codes and Standards 12JI2201e Building Codes and Standards 12J12201E Product Approval Application Detail Product Approval Application Detail 1A111. le=L.ae ➢Ott 20 QBN.t20WN gal Ge" EwX.or 291 20L O.t. EUMM gag nM Ygls)sg NMma12lL li9ald O9adgLalJHgge yy�P�y Ygggagd Amimm A F\C ♦ I aumniL AMU m ai Y2131111 16 L gm= Enmmr \Comm. Vdmd.d av Ymoaeg JWMW E.9 FBC A—W Aggrer•e law R.vwbn 2017 Thrm►Ttu Cerpordlon Rick "N LMW F. atMlle. P.E. ld4n J. King, P.E. W152017 011122017 101182017 12112/2017 Appiewd ROVWW 2017 Thrm►Tru Crpor" Rick Wmgri Lyndon F. 8ehmldi, P.E. R)1m J. King, P.E. 12113IM17 12/132011 12/212017 02M 32015 Appro-d CM.gwy: Edw* Door (41ry29B-1740 PE43409 (e13)767.66L6 Doors Cd.9oog (41ry2961740 PEI9109 (9/3)767-6600 subcd.goty: eaI- Edam DOW Al"Mbbs rkkwOrvMd9mmuXNNs. y:Wo cubCr.4ay< \11YVYv Faerlw Dot Au.maNN rkkr OpwroW W. C.Nperrn MYta.d: Ev*Afi rt ROW from ■ COT CMrlda e. EYed Report from a eom FkXide Rplerod AnNed r a Woo Flol16 I Ar or a F��Ib�sMd AreMl.d o e 1Jarnea Florida Praferlonal E Odd rirNrn• gwimLaimimm Aeeea. lM gratin .. QueNw MMUHIe. AOerevW rr W, Aa➢—d to, UH � 229M M1• d��uafYWY. Nwner xNrn. ANA in NVH1 �YmL� �lmma YedN.N PnduelGwll Wan XUI OuYM.IlM Buid" Irmun 1 a. Tho ►Tru Pair-CWrk MM smooth-sur NOM MI GMO:e Bqur24o 4weUt Qa1: Opagw 12/31MOXI No YH No NIA 1 a Tmrm►TV Pber-c sic Mud smorAelr Nonfood 9YD9;a i9ee17 rHMPad&gUd; Opaque 12/31=1 No YH No NM CompodN Edge FbreWs smgo Dow Compose Edge Flb.rpb.. Skele Dow anernDOOdsWrq; X Cwagwaon) -_- _ grMYMRItYWg gN:X Cw111PIYa0n) eompos9e ad" Fb"M UVI. Doan H OAS 6 r. 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N-bor or mom 1 SERIES 420 ALUMINUM BOD 2 SERIES 420 ALUMINUM SGo 3 SERIES 420 ALUMINUM SOD REINFORCED 4 SERIES 420 ALUMINUM SGO REINFORCED 5 SERIES 420 ALUMINUM SOD REINFORCED Florins Oparhnant d BtNkisss i ProbMiolMl Reprlatlon Bua ft Coda end 9getd6lyda Product Approval AnftWM1 DOWN � 1 rt few$ Plaids Daprtrrtartt d &rirlsss i PrObaaata Raptlallon BaMAng Codee and stsirtards Product Approvd AMOOMM Delam FaP l r l laws 6� gal allkLN oW bb Orbaf= cam Bps gab mays no no bNbnder no BM !Petri martian mots lGIraNAiYmeN VAIWM mom! alAMera1 &Wahl lwr me monad Mod marl OmoNALMM mlldadaL 3NWWa ANNWM aglMdd AMmm a" MYMM 2017 Tbm Ta0-1, Ne,1MYM MMONWACOM9NSM& "AMM&PA lamBw7 0&21/2017 124212017 APINOYU ravwm 2017 ThwowTmcpwmom rA*VAVd MrbrAarsd9rba& i4R\,L tilt, PS. tbl=17 09212017 12222017 Agrl«ed a a10OterCoder (4111II20W1740 44mNPR,Nr kwom. 0/2)7W4 M CONI y:100rDOWN (41%N@4740 WNNOYnI.1 NON (si*w4we &+pram• SeNgibe I I Dw AmmWAn MW911"O-Malwlb OIrOWGNrftrvlvmO WDer ANNNRMUN ONNPM N WMad, CONGO= pork r ul" ow 04mpftm oboe* Cwffmod n14Okr LMev ant � m` au ameoulloLumokKALMM blsasmdmer mr.do.dsaom aluk a emwlr mwm sal amooLo MYmr me9eo.rrl.OLr QNN& {Q son" a . 1 •OpaRCYMbCMpMC and&WAt%MMNWk by a sad $0Cpegn and Obad Nrpr Doora9h 12O2021 Me Y« No Mt a aa*NtbagA4aMaeMt end:paotaoldarMO by aewWMq moo WW PRMadva Dow.0 1M1aa'N MN Y« W FOR Th ►Tniemt ON lYI-sYkmea.bNAbvend OMWAO TMnll►TlipRt a« waiters SmIML ryas ant ONkYYIg Florida Department of Business & Professional Regulation P.w3 a2 Florida Dgmbvwd of BLMins as & PPoAesbrrl Regulellm war+rl Florida DGDsrlrNra of Bus4isss i ProNwlond RepAdion Building Codes and Standards 10IIImm 9l"V Coda and Sleltdards veers Will Codes and Standards Product Approval ApplicationDefall PraMctApproval Applload-DMN ftW"AWavelApOinO nDoW SERIESSERIES 420 ALUMINUM MD OXO 145-3/4&4uotxW&quw, NON -REINFORCED SERIES 42D ALUMINUM SGD OX, XO, XX seagldX6Degpt: NOWREINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 14S-V48quoX9U4ur: SERIES 420 ALUMINUM Son REINFORCED OX, XO, XX 966quwwWLqud, SERIES 420 ALUMINUM SOD REINFORCED)= glruocA-- ewm W for U" Aasmauviia taw R" Bi/1!S ma so" gmm no db� met lSflli� mr elfts ldbDmgrlO in H Mi i setdsm p bm Zlif• lrr= maw bleME&L m m dwmak mNWuNa Adm m aEAma AMI Nd loco boll gero riot! get a ouLLU1 !!Adam 12MI2020 No Yes No NIA pasbMm 3017 CMPW Gladbv PMOMM ONO" IbRYbmkm bbtak Taesv gwvkn FIR, Dry PWft 112r2017 amom17 12AO2017 Approved RHMMn 2017 CbPy 1044YV Flop+ Ceewm AAarkYYallMOele NdekTsebv bMom MA Dry POMAbr 12r31/P020 NO Y. No NIA QkrGRrIWM'brDOM (013).,04M kw (N3)0194M o4rear, Bdolor Dwe 013)7M4M kM. 013) 8104aM 91r0ebawy, SsubWgdWw DwAsnwMn s1014YpPeadowe -- D«rAN«mbgm A.aaeMad4mda0'0Y.44,a 12r312020 No YN No WA Cangew OWN* Crlaolsm Mob or LMMs ONVOr Mmlai CwWoOm Nook r LM" 12A1202(I N. Yea No NIA Faro1 rt Florida Depart air of Business i PrdsaiaW Regulation pqk 1 r 1 wens &Aft Coda srtd Strtdor ds 1Na01s PmdM Approval Applosd= DeW dA1111:10111, oral met OML O no mr lima and mu BOLbRft go bow YNrra ffiAr_sl Aa®Nd sm in mom andoon gran 11wrLNAllmoer Xdddm •t NNW" Yawn FACAsamd AM OM am 11492017 011,110111? 12mmi7 Apprand nyNM am? pwbK%WW Dam Wtrk MNm)090am-CER Mesa0ete 1000-VAL 120=17 Walsall IaMW017 Approved Oelesrp Meklbr Ours (Mi) 48"100 ovary 31&2NO aro.rewytSantI biroDoWAMWtMu dYbllagbMYNMdem CameMn Or~C&Mko em s%&r Lklbp moNIAKhoub 12/312020 No Y. 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OMaV, &%W AMW 043M Oft NNW ARM, AMW WW 1Da0V ma, soertr Fiorillo Depa4rwd of Budran i Plate@" RspuMm pen t d 1 IN I I tg Coda and Standards, IAM" Praftat Approve) AppNoalbn DGSW 8Anom mt !meta Oarlaar maid SNBN LOM mm osaLk miW Ym" agema hilmo loam Nkrr1, 2917 cumn ONbbNaMDO,W Oedb Dan ULLLC Ted os"W%Pill 1140,=7 1029w7 13006 17 Approved 1. - ateMlrComm 04/)4"aw OM IN4707 srorawrr1dadrobareaRpN.r6 dWMAUdOOWMMMW.m ComplanN MOW* OMerarm fAwk rr LWM Of agiNKALEMOM ONsLlgOuerer2 asrawLLum AderwOWd lads gno ter! amooLa sift m emanniwMgal 111LOVE gmmvAl lOC moot !sinter 1 W.707, 727,747, and 147 bvb rd Poke of Dare pkok ramK and Lowered skom and ONO of 12214020 Yaa Y« V« am bolor Illeld scow Florida Department of Business & Professional Regulation P.p2 d2 Building Codes and Standards +rJr2014 Product Approval Application De411 S8r Botlt2Ac gat ads ga2Gbomer late MIMS Yasm oxieu [ tames baerttAUUM YllNsmOt xdwm awn= fi AmMm3r M—v d BMW R.,4Mm 2017 MI W ndms.nd Down bent Hling.r Amwftln ARhN.dr l at— M Lrew PE 0804r1019 060412UID 06,07201s Appored Cdogwy. win doMk (TiT)305-3300 Mmubakrro AHoCWm 1717)31744" MAICd.goty: FYN b$Wgwa.* d.eam ComplMme Mdhwd: OMNIorion Mow w Usong Anwoved for UN Amid to ENo 22111111 Offer! 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PA 1,1 Bulldog Codas and Standards +� Building Codes and Standards ,rJwAVD of Buak,ax a ProAeabrrl lNial Dapar6rirrt R�pld Building Codas and 8hrtdaMa r.P+ a, ,same Florida DaparhrtErd d BuElnaaE 8 Building CORM and 8bndpda Pusateri +ss1u Product Approval Application Detail Product Approval Application Detail Product Approval ApplkaYon Dt11aN Product A PPS Application DafaN lYsa S� )falalaD MaDlf� ! LaaM4 Fadnro3LE1o1a YIBddEYiY. 1i11 Jags lJia2aodOa Yta11aW >L�WW 1 JIVE aE1LE9EE JtWa L9� IYa1 YmmD 11o4�tmt !`�IlL9t �!!s 6ranemaUoane Validated By tart! Jaa! Yalgdea gL1 1tif.PlDtB■ gi! FaCAmrovd pga_rgNad dtlltlkm lair ]m m� � mat fll" ■rrM,l1111■1 1etIWMJlt tilt � )01111111 lY/i�E J]�J� m t;ld'illEmlW at�llaa � 1Sall�k■ ])r■ L'a■ )dlalEE �■ 11iili[ !'iaiEi liEiEiJlliEol! )�J� 011E Jail � 11iEtrtl �Jyaii lit 1llid®al ata■tE/ � Rer,don M17 GAF Category: Roane Ntldteel8tlah Robert NbmMen John W. KnrzeNeh, PE (800)7163411 PE-5H78e (954)772.6M4 12711201H 12/t tl?A11B ,2I18/1019 ding FBC Appr, R,NIbn 2017 TAMKO BWWMp Products, Inc, Category: Roofing Kent Eden Zachary R. Pdetl LxNs aewtlen P.E. (N 7)824.6646 PE•7402, 1334)300.1809 10/1972017 tee'l2017 t0/1iVlOt7 12N21M77 Apprerod McYIOn awl LV. TAaRlpea,, Y,a dill Th«aealAroaY«eel McWCarrpry(TAMCO) Tory CMyarMn LeNIMry0. P,Wt lama aaNa« p1a)74-88M P&740Z1 (aa8)7pLL1a00 10NDfII017 10HW10+7 10H1A017 1LMi/1017 Approved IWIMNr $017 LV.711«1pal, M6dG T11onpeonAltlakraNN Me1kM CNlpelgr(rAA1C0) TOIry CNNNNMn iad1My11. PIWt Latest. eNllat p1�91a3160 P674e21 pa4)]DO.1aE0 7011M017 1pMalZ0,7 10/17/L017 11HY3017 /1ppaVad p f t.empllalM NNhod: EYtlueGa, Repot kom a flodde ReplNercd Architect a e Licensed Florida Raeubntl EngN,sa a MayEveluetial Report Ram, Florida Registered ArchawtaeLlanwd plond. Raeaelond E.O.— k _ en � �� � NIIFafel part area lttloap ayMMn riMIFaNNa iNM« BYaNIaaOa napOrlaDm a �.� �* n0ea'b weir Par+dPaltd npp��gy�aalat sea an DaaN1EM1« aural aYaNNa« Rpe1t,10111 a . ,:.. �M knaErgYMer� N N CU PmfsukmW Regulation N Q O CU .� U O ���ea CV CV Fn ^^'' O O O W 25— c o 3 O LL. .� '0 O O ^� ■ O ■tom ■ �� U O a) 0 O CU O L V+ V W Q Z Z Q J a SHEET NQII� PA 1 N$2 Florida Department of Business & Professional Regulation Per 3.13 Florida Department of Business a Professional Regulation Pape1 ai Florida QuallbrAsswanot lmaM glum No NA l ICU RegiMm a )a1mIL lalllrlDO.Q tllllllli Lllllli llEaealmLoomikooKALOM ram 15 OMHOdo t from a n.can CoaplYrw O,arodGlrewlbn RIM items r1,1111 WA Fbi Deportment Rok$WwW Repletion y Vale, ICU A EMMMLOUMLMNMkKALMM amememodmimao CL O lan 2sla ICU d Listing Editorial M17 Wayarheewer Rob Beldrin ICC ElNuaBw 6erWoa, LLC Im Lehrer, P.E. 04N1/201/ 0322/2019 OIA812018 Approved 1 ha9h 9ltenpM r-pnade Lintels 4. 6, 9, sntl,2 inch wide IlMals 05121R022 Yes Yes CategoIs HVHZ Guests, A— ry: 1) 31