Loading...
HomeMy WebLinkAbout3071 Lytton Hall DrALL WORK SHALL COMP Ly WITH CODES i=LORiDr�. ��I�tbak�i � f" PREVAILING AND IVAL ELECTRIC OOjE, AND HEI �"jvrwji � Y E �1 A :a�l3 ORDINANCE NI RL !IEw, DATEMA alp C11:' Chi= ZEPH RR LL PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir -CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block OB 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. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. 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 WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire V" Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA �1 NM F711 0 I _ El IL M, D D F171 0 E 0 7E:1 [:1 1:77 1 [ D__ I E I F1 7 11 E: I F 7 1117: 1 E L1_ Ii! I i! S 11/I 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. �Sf�lf'€t, ae$%ttiZ. . o WN .5 . Ct <C ".T p�ro���udtt4f�';a"• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F' Q .0Q v N r-00 N O O' N C. J J '*0 LL ® H : CO " .0 .A LL - at LLJ w w u_ Q ,6 M � p a w W 0 a m Z (nOTI Y 0o° a; O m O o m �g 2E9'm �pag (. co " N O N Q M Z Q O Z ❑❑❑❑ W (D fl-0 � co MOM z � � J C1 d N z ° o � (DLI) � 1' •0 — <iJ Li., 0 g o o � U 00 w � t° — 0 8 zl�•... U o . � V) I ®Q ¢ 8 �m o C J w Cl) M o Z J cd-E Q O E S a0 a � o z® u a= rd o Eru f U O C �Z U O 0 X �Z a N O < ¢� (0 CJ) CY o m 0 Z' _ C cz a� Nm <w �_ wZ a GO wa u' 'o a r ` < °3 CNLo = d- J L ai cc 0 \ ./ LJ.. > r C C) 0— —0 /11 m c �-- C) ..T.. J O LO T + I) M 0 T ui M w r M r i6 r o z Z E CD E W r :o m c !L U J a Q 0 1 c J JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. C S T H.B. O O 25-SH 25-SH i AC PAD --------- --1- --- 4-SH EGRESS i EGRESS I I BEDROOM 2 I M BEDROOM 3 C 8'-0" FLAT CLG. I 8 CLG.W• I• CARPET CARPET60 06�00 8'-0" FLAT CLG. cb1 CARPET 0o oT I b _ 11 M --------------- 2668 I � cn R&S I TIL I I BEDROOM 4 1 W�' O 0= M C 8'-0" FLAT CLG. W O 2668 1 CARPET s 12'-8" - -� -1 1 V-4" 2'-4" 11'-10" T-0" 9'-8a 00 O N w I CO �N- �-U) co 4SH w III CD 111 N `1'OP 4068 B.F. Q A FIBERGLASS 8'-33" T-834a" %0'4S3 L61 B.F.SUR SURROUND HALL 8.°" 60"X36"--------------- ih A SHOWER R&S 9'-4" FLAT CLG. 2668 N S3 I _ CARPET R&S TYP @ 1 STORY 16" DEEP --- O O --- PANTRY _ W 8'_0 9 30 30 9 OWNERS �o T LG. RA G S3 I --------- -- SUITE I -' L I I I I I 8'-0" FLAT CLG. N 9'-4' FLAT LG. N 8 0" LA CL . I I I o CARPET I -E" ^ I I I I 2' 16n 9' 23n _ e %" Q, d00 I I I I I I I I O N (4) 2x4 #2 SYP I' INK DIS K I p I I STUDS W/ US P S3 I -- I S3 2-CAR GARAGE I g I I HTT4@ BASE � I��� �- - 1 D.W. 1 o 0 8'-0" FLAT CLG. j Q 1 0- W __ L_-_ J _ o FIBERGLASS I I I w I I 0 cc N I I �r - - - - - -T - �'1 , o SURROUND EDGE OF SLAB 2"I I I LBEYOND WALLLu H1 _ DRYER VENT I O 1 1 HO 5'-0" 1 -7a G HANS N - R&S- I „ THRU ROOF I I I S3 BOX @ 36" - - 20'-9" I 9'-0" I T-8" 2'-8" 4'-3" 6'-10" A'F'3._7, PT. W OPT. D I I I co I ll I I I I 2:12 SLOPE, I 0 I / 1 CEILING I `b TIL a" I I I I Nf I II I I 868 IaI I I I O I I II I I I I I 00000 IL - u 11 I I I PATIO "� - L--------- - I I � M Q FAMILY ROOM VAULT. CLG. CAFE 4'-0" � CARPET VAULT. CLG. �- I 30'-0" CARPET 4-1" _ 7 " 068 N j B I ENTRY � J oz �I 1 8'-0" FLAT CLG. •�' I I NU NU - ---- -- 21'-5" cn A 37'-8" 35-SH O 16'-3" 59'-4" H.B. on i� HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 112" 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 X25 S.H. 13 20X38j 18jX37j S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20X63 18jX624 S.H. 16 20X72 184X71 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 1 H6 27 X 72 26 X 71 1/2 S. H. 22 371X26 36JX251/2 S.H. 23 37 1 X 38 36 4 X 37 3/4 S.H. 24 37 1 X 50 a 36 j X 50 S.H. 25 371 X 63 36 J X 62 1/2 S.H. 26 371X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 1 X 25 1 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" -A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 EO +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=V-011 GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) �k�1111111, $.kfrig, �••6C •e�•� P N b *i 45� W �1r 0 , O 0 40 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Q0- p N CID00 0 U N T, M N � LL U. Vl e_j LL�aa a ui M3 LL 3 W 'Lou > cis 33 a a o a�� wZ Z= N o 2 fn 2 - N Q co z U 0 ° d ❑❑❑❑ W z QD N o o z QNQ ,� Q z Q M - d N _ M z /^ o �-1 v IL 4-1 v' y w n a 0 N w F- o Ln 00 m w � UIV E = 0 8 =` a 481Q 14 o w Mw M o Z z J ILL_ c E � O Sz 'z o Q N Cz Oco a'o z© O=O . o E N XU �a ao �o o< �Z wW � ao rr � CO=Y - Ncn hm m0 �� Z ao ¢w CL O ��a O N W it ao 3� �3 s -1w =� LD o CID wI N >0 a 00 sT 3 0 `N = ` J L � Al W m 0 ` "It ./ LO � T �1 o F0 ICU J r �-- T O LO M r co o 3 r r z c E O2 E m `-° a U o a m Q p m JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 1 r� O M KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 0 M 0 M 0 CV OPT. REF. N 0 ° KITCHEN MIRROR O n 00 O M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR TOWEL BAR IN naJ. w ON WALL ABOVE TUB OR SHWR. a TOILET TOWEL BAR a ON BATHROOM WALL MEDICINE _ SHWR. o CABINET 00 I _ VALVES _ = o TOILET `�' SOAP 00 PAPER (.o C° co o DISH U HOLDER r rr 0 0z � — _ CD U Z U- o r r M o> N> o ch O r _ r M M M cci N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS OWNER'S BATH MIRROR 0 60 O r O M BATH 2 INTERIOR ELEVATIONS. 42" H UPPER CABINETS --� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE CLOSETS / LAUNDRY 0 U- L a `1 0 2x r L? O0 FRAMING 1 /2" GYP c"? BOARD — FIN. FLR. - CABINETS - 2x P.T. SOLE PLATE' SHELVING ISLAND COUNTER � o 04 N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 1... lit�j�ss�t�t�i�rr vke ��F �P 1. t� W;b �� ryr�°`• 4U f r-- S @ p t i fit• (jifill i 4�'' R�Cl 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 Engmee s signature and seal. N � F _ `0 o U N N OD 0 V M N N C� N LL LL n6 xco aW *LLzk ao J� F1 � n s :01 L-WW >� aQ�MLLrarn�M� 13 � `� ° 6 0 � � o � m � o " M::, .... W E a, - a ¢ 0 Q N p fin LL 0� < V N¢ M z U 0 Z 0 ❑❑❑❑ U z � g W NN¢ z O Q V !Z N QU) c+> un z O LL w w n � n U o—� w Vp U 0° w U 0 N Q � o • O C w Cl) Cl) o J E � a w� � �8 z® Q O E: w0 o a t E O X U a¢ 00 U o< 04 V i ao ¢z a m0 o cn 3 02 z U N a NZ U� �k � dLL o C7 �w w¢ �X �o a = co ,-;I,Z¢ UUz 0 �N = L � m .> It r a� > .-. d C L 0 o ca cc _ o T LO T M ,1,�^�, t� T E(Or') m r o z E O r m a E U JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 2 5 3 ___L 12 5� Fe ir-13-1 Fill] 4'-0" — op 2,-�„ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 35 SH 12 �5 (+1") 6" SMOOTH TEXTURED BAND T.O.M. — — — HDR HGT. 11 ------------------I---- F.FL. FRONT ELEVATION - B1 28'-0" RIDGE VENT SCALE: 1 /4"=1'-0" — — — T.O.M. --- HDR HGT. TEXTURED CEMENTICIOUS O , FINISH ON C.M.U. w bo (TYP.) co — ----------------------I J----- F.FL. LEFT ELEVATION - B1 SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier, material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. `e . •, �V FV- f✓�`�� �'t? O F E e S \O u �� 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 E0 00 o r_ 00 rFrff O _ N cp N_ # i C� O O O 6 U.) N LL LL r ® _J LL s-i a � Em C) LL �M 22S5 dN aWaCn W Y > Z -0n0 m° 0 2 W 2 N •C6 0 r- g ¢ =) Z NQMZZ 0 U J W Co Z N MO — 1 O 1 N Q v J (h d O m Z c �N U_ C Gn � n � OU_Q>V) Lnn W Z c) m W oi.-... C ,-- T E Q m 0 em o JZ w co o r _ QE - O �� N a o ZB ❑a CC6 I— X 1 000 OE N p �o <ru rr� Ww r/3 c o 0 U m O 01 Z rn J U) a ° z o g0 U o w< 10 CID Z< ° �N 0 = ` J W 0 ' LO L = O 2 r n V/ /I1 m c r 4- T o i LO M O T E c r M o z @ Z E O y r— T- m ao IL E U J 4? Q p c c J JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 3.1 1P. F.FL. 12 5� 24'-0" RIDGE VENT REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 12 �5 RIGHT ELEVATION - B1 11 =1 r-011 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. r �'i�1t!!ltffffl �! 0 'd4 CN � , � (OfU Q� •; -us U '; CEO �� • � o� ..�F O F E SS\O �`\���`� rs/QR ��",fill itIIII0`+� 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 9 `° Ia W O N ��cpp U N it CD O 01 to J J M N ti N�CNU. LL a- o. M_ Iz_ '05 M O IC13 �a;o Wm0�Mm ,aoC) 2 E� m W IL NQ mZUz° W (D floi N Z Q Z O Q Q � J fh W N (7 N o v � r Vi 0 ({V� W d C Q W N c o U m W rn r— m E O 8 = U a � Of rn d • 4101— o Sp W ZZ co coO z S Q J I.L, y zo yo Q 0 wo z z® oa _ O E as 00 0. ZNru L 0 Q Ww Y J :3 (a W � Z 0 Y .0 O 01 ZF J 01. Q W rnZ rn F a m Z o O 0 u w F � az J �3 x� �° o cD v w� °za a F °3 �N 0 = N rr LO r •o 0 T O T i � CD LO r ui m M \ 3 T' o Z E E cc c EL U Q J JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 3.2 1 I, I I -I 1 1 hk .Lthi.il uiull I ! Ll 111,11hs 2 1" iv iV 2" N � 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, ���� DETAIL TO BE 1" 2" OPENING VARIES 2" �2 1 BUILT W/ STUCCO, EDGE OF OPENING 1'-10" ��N `„ 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4' RADIUS 4 1'-54" MIS 1/2" RADIUS 1"J;j�VARIES� VARIES M� ` v MIST SIN CAP (V 1" 1" 0 22, 2 VARIES VARIES rIN 1 1/2" RADIUS r 4 3 4' 4 c�i1 T q MTa j34 4„ 41„ cC N �dlv '-gyp =N 3" T 4„ 4„ 2", 'I�'I� M�v a= iD VARIES 12 ,,, ,,, 2 2 32 11" 32 2 1/2" RADIUS BASE L0 - CD CD iv BASE � • I TN 4„ 12, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" �N 1" 1'-4" 1" 1" • zo 1-1/2" THICK 1-1/2" THICK 0 4" 101, r 10" 6" FV IV T r� CD _ _IN 4 1, 2 N 2„ 4„ 3„ 6" 2„ cv U) w cc (� w oc _ .0 1-1/2" THICK 32' `IV r TM 2'-4" 52' 1'-5" 52" r241 IN 00 �� 4" 1,_4„ 3„ 12' N � zr IM' O L I- - �� fifi - <D rM 51„ 4 VARIES VARIES z _w i I 22' • VARIES VARIES r4l" 8„ N. iv I ap Rs" 211 I `{N M 1 „ 3 2' 3" �1' ° �21'�44 �.�� Q� - KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" _ KEYSTONE F11 00 r OPTIONAL 3" 4 4" WINDOW OPENING Y4- NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CD R41„ = 4 2 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 s 1 14 1'-64" 14. 1 1z" 54" 2'-1" 1'-12 54" 1'-4" CD 1 je— 3'-8" 4" T-0" 4" 101, 1'-4" 10" 0 CD - 7„ iv iV N J. Rom. v CV W O I M M r • 1 y, z N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH it II ",, I., .����� �III I n 11 II,I1, . �. � 1 I I 0 0 0 CV zz 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. 1` WE j 00 O O co N M O O cS pr rp cV ak J J N C.:W r� N . G ® j itli dMc�'NO 7 LL J aW LL LL a d e�p 2255 N N M 2 a W W 0 z - m 0 wO ro to o � m O Wm o � c_o C 00 co W z E°'O' Joan Lg N Q M Z V 0 J O U ❑ ❑ syr W N O � o _ .0 Z � co Z � Q v J M d N Z o �N CID W 0 Q O N � � , , , - ck:� o 2 :ice "— U 0 W softr m E U ) N • 0 S m o � w M z Z z LL. E �0 as � o z® (V ro o & o� = o 0 O N @ o �o ra ww Ry co C U y . 0 o 01 Z U) m Q W N _• N Ti r of Z ZO �U ;z 3 0� d Nw o w � _� QO V' z < a r 0�3 D 04 = ` J rn N Al W � C9 LO � T �\ ` O Q 0 m ca T � 0 T O T i _ M T N E /� �+ L /�� J C> f Ci m Z o T E O w r r Z m0 E U J a Q c c J JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. F1 ¢'V I ��• ,:i 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. 200A INDOOR PANEL MAIN 0 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. G E N E RAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO, 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 of36" 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 _ DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT }--�— FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O" EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 9PA DISC. WP GFI WP H. W.I.C. )::�_ I I ROUGH -IN FOR OPT. CLG. FAN/ ' LIGHT PRE --WIRE G OWNER'S (4IJ IT VERIFY METER LOCATION WITH BUILDER ' BEDR OM 2 I / BtQROOM 3 � ROUGH -IN FOR ROUGH -IN FOR I OPT. CLG. FAN/ � OPT. CLG. FAN/ FI I E I LIGHT PRE-WIR&\ !% \ LIGHT PRE -WIRE ROUGH -IN � I OPT. CLG. AN/ !� I LIGHT PRE -WIRE I I A PED' i06M 4 F / DEDICATED RECEPTACLE 3 FOR MICROWAVE RANGE HOOD PER SPECS— ---- / HALL / 0 S.D — -'� C.M — — — — — — — — — — — — — — — — 0db GFI- - — GFI @ 44" G I� A.F.F. DW _0L S.D l a w c �I G I I—r--- — JI IL Ly`H' I I � / I / ROUGH -IN F�R / OPT. CLG. F N/ LIGHT / PRE -WIRE I / FAMILY ROOM SINKw/. 'DISP I / 7'-0" -----------CH PENDANT AS PER SPECS 4-1 CAFE / i 3 i i i OW _ �i z d I I U I ( 0LL _V I I W C) J I W 2-CAR GARAGE GFI@44" ::VPD) A.F.F. / GARAGE 1 I / LIGHT AS IGARAGE / PER SPEC DOOR ��� �� J IGFI I I OPT W. r- A— - I 11 I I I1 I I lam.\I I I I I I L------------ GFI @ 44" A.F.F. (H) IRRIGATION 'TWp I GFI � ENTRY I I ELECTRICAL PLAN - ELEV-131 SCALE: %4"=1'-0" 0 CV 0 CV fV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, Q00 S8 N o�ap0 I♦ O O OrA t7> � r- C 0k co N � N tL ILL V ® e% r O 2 . to -J * " LL tL CL 7 (n N n M LL Q d W O Q ; Cu Lu d tY 0 Z 0rnM 0 m_j W r- N .- m orco rn m O o�� � W IL0) 2 E� N O_, N Q M Z � o to 2 U 0 J Z ❑❑❑❑ N O Z � n z M d N E3 tJ"1 ^ M o ' V/ CD L� — LL1 g 0 In w c E N o flea U m L1J m ,..,. — e E — 0 8 3 S £ � U a �i to ® IO Q o r,. C:,w M M h Z O S ZG Z � J LL Q E C 0 coo �g " <R Z® oa F— Cl.�U XO ¢ 0O o O E N % az coo 6 a tt� L C C ❑ Y Nm m O Z, Cn J �z Z to m a o� Z 30 �w C) 0o Y F Q 0 CO w Z¢ ao O U 'S 0 �N = > d' � ^L W cc c� \ Liz � > T 0 Id/�' O r i M r N E _T �..� ! E 1— 0 T_ O Z c0 Z :3 E 0 y T y T7 `ta a E U _j Q 0 JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED, RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %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 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. 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. W' eg?��fi� !r _J �• 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. LU N ci O O O ✓T C) CN r� . J J LOw LLLL �`� ' 0 .N., M O)�NO LL N J it W W LL LL a a z N M S mLL52 (LJ In p' aCL 0 a' Y 0 p o Z -D to m c ov =Oog W � c� G co m = W ETrn @NO oa0 Z IL N Q M Z aoU= U N J - W M a- Z N O _ in ¢N �� o J M a M N z a VJ LL _ (/7 Y W O o U a�- O In ° W C o 2 o U 0° of wigw � E O 8."i 9 i.... „�i U o i C:,w CO J M w o Z J L.L Q E O y wo ¢o zp oa cc6 C f 0 cwi o U _Cl O N < � o ¢o wo O r z ww r� W L C Q Z U tim 10 ZO 'aw N //7 F L z Z g0 � az U oz =� o w >° a �N = c� LO � T O Q a. ° ,— - rn .- s— T o _ M T ui m 4-- Lo T C) \ o Z Z E O iri r r m ccn 0- E U J a M Q c c J JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 5 c d 59'-4" :.�.�.�.�.�.�.�............ �....................... 11. •ice ............. — — — —I— — .�....—:- — — — — — — ——.�.�:.....�.�.�.�.�.�.�.�......,. I I � j I 3-1/2" MIN 2500 PSI CONC F_ \ j.... 1 I co SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I I ; ■ \ : (3000 PSI CONC, SLAB FOR 0'-01, I , HERNANDO COUNTY ONLY) \ 1 �lo \\ 13 -54 C60 J 7'-2" CJ 1 CJ :: CJ CJ N 10 \ 1 Ioo , co \\ 1 zo I ■ ........ 0 Y 0' -0" JI 1_......._.._......._......._..... r, - - - F- A I CJ TCJ CJ i { I • � } I K (2) #5 REBAR I' CO S3 1 o S3 VERTICALS w/ in I FILLED CELL I IIIilk 23'-11" 2'-10" 4, 13, M 2'-6" G 1 I I I O I o � M 12'-6"x2'-6"x1'-0" S3 SINK w/ DISP _ _ W/ 3-#5 E.W. CJ ; - - - - 4 �r -D.W. N • KITCHEN ISLAND I I I o p I ao CHASE TO I! I J I' ■ • ( LOW WALLS IL_ -_J (ISLAND r----------- -- M f I S3 EDGE OF SLAB 2" I — — — ` II I t 1 BEYOND WALL ^I: o - o CJ CJ CIJ CJ I N 10 4,-0„ I G S3 :: :: 5 4 3 8 7 -8 OPT. D 4,-9 6„ I :. � -3 1 /2" SLR I 1 1 37'-52" I 121'-24' 32'-84" 4'-85" I I 53 (2) #5 REBAR 60 LO o LO 1/2" ( ( I ( PROVIDE 1 Y2" RECESS _ �.. — .. VERTICALS w/ in I HVAC CHASE I ` \ ' ' ' ' ' FILLED CELL BASED ON \ I LOCATION \ \ ( W.H. S3 I FOR SGD. REFER TO in L_ TYP MASON'S SLOPE FOR '- -ICJ AHU + — J ---------- — ------ _ WIDTH — — — — — — INDICATES FILLED CELL W/ 3000 I; — — — .. ■ uiieo ■ ■ ■ ■ ■ — _ CJ C N STEPS REQUIRED I 0'-0" PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT 2'-0" 4'-0" 2'-0" 6-0" 4'-6" 2'-6" o �- PER FIELD CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. D r: TOP OF CONC./ PAVER TO BE 4" 3 1/2" SLOPE BELOW FIN. FLR. I d `n DOWELS 5" EMBED W/ 25" EXT. "GRADE "' PROVIDE %" x 9" - O 2 #5'S U')ABOVE SLAB 40 STEEL" -------+--------- — — — — RECESS FOR FRT. DOOR �`� ---- I- '■ c ■ . .: : .:.. . ■ . . . . . . . . . . . . . .. . . . ■ 7'-15" 5'-23 , 01 A S3 2'-9" L 5'-2" H.B. L S3 3'-0" TYP 5'-1" L 6'4" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. FOUNDATION PLAN MONO - ELEV-Bl. 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 — T--) U z U CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .; •� . �' :;= #5 CONTINUOUS . , .,•' "�_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '�;,�:' '�_',�; • ^� ;�; ' ; :' BAR ONE FOR EA. ' HORIZ. REBAR, TYP. ,"•, U.N.O. �" ; - ; ; •. ; ; ,: �';"Alternate: _ The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �t i I J e l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NE CO CO N # ci OC M N N n 0000 u u 0 fei � Cl) Np LL e J U W W LI_ LL a. EL a N emu_ Q: aCL z a�� Y 0 x W W N m o r­ ca m m Zj a D 20 W z LL 2 ET N O o x 0 N S NQC)z < U 0 z ° 0 ❑ CIE] ❑ W z N O m z J C' N ct1 z LL , V LiJ O Q LA W a �Ln 0 _o U 00 �— T E Oago Pi U D y c � Q 0 o /®0 d o MZ W M J U_ o w o Z � o c E Q E ® �� z M0 Z® oa ,a X U ?o � z O N a o ¢o w� a �w (Q C/) < z oY U O °� Z z m Q �Z S o� U Qo <0 xG �- M3 CD �z J W WF = F Xo O co I a °z¢ °3 �N 0 = ` J W LO � T <n C L O O 1..— m cc VJ A 1 ` T LO M T E E � � \ Z z E O in r r a E U � Q O 4) JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE IARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" 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 1 400 320 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. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-112" HTT5 5795 5/8" 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 HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 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" 8 MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 1 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" ••P k T ke * fill VU1 K 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. E co �p m O O O p) <p r- CV C O N u- r U C JwW LL a tL M LLL N M W 0 z -0 O Wc:a)6 mm m0�CO Z O�a�2 ET�¢�W a 'm:<Zry 0 cIt J 2 Z V ❑❑❑❑ W 0 M c z � O � o QN Z� o Q a J M � N cn _ M z o Q) VJ � w o n � OLU N �N rn, o � N � o � U d F-- O $ zip.... = U o m u) d Q rn Offil M 14 r� o cfl M M z z o 5 z z z¢ IJL N E so z ¢N E U oa Fes-- B �0 d 0 �O O ¢ N % � o z ww �� L - 4 z< Y U oC/) m 0 z F z N J aw �z to C:L ¢� � 8� 5z a z �w U <. ¢ k 1- � Eo JZ cD A=H III O M w o. a O� V Z ¢ U °N = L c� > . r � > ^. Q o O ^ T 0 O T T O f O M r ci E w c T CY) r o Z to Z E O iri r r m FLU E -j Q -j JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. 7 n 0 J N C) N .2 .1 0 O e' E H } EZ r o t=. cV v•�`' c'V ,f N P2 .r' Y O 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 atthe ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .O Safe vertical load Safe horizontal load \— ------------------------ ---------- ------------- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 0 0 0 co 8F8-1B/1T 8F8-0B/1T O FORM & GROUT SOLID 8RF6-0B/1T - N Q LU L o U O 01 10 O O #5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/17 8F12-1B11T © O O O , O O 8F20-OB/1 T ® V' LINTEL DETAIL SCALE = N.T.S. ee f [ 0 EF TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 81— B/1T d U16— N tNOMINAL, QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S REBARAT MIN. TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL � G n o a ° a #5 REBAR AT TOP 2 O ° d 44 C.M.U, w a° n MIN. (1) REQ'D ° 1-1/2" CLEAR ¢ z a " ° a n c 2 z GROUT D Zo ° n J 0 a e N cn ° ° O 5 REBAR AT BOTTOM OF = rn rn w to z w a LINTEL CAVITY w w O U) /n1 \ \� OTTOM in � Ci O z REINFORCING PROVIDED IN Q ¢ CS Z LL O w — 7-5/8"ACTUAL LINTEL D D ¢ _' 8 � , #5 REBAR AT BOTTO 00 � �, V 8" NOMINAL WIDTH (VARIES) a) ErIr a o AS INDICATED ° MATERIALS cTi p ast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 cementitiuos coating. See contractor specifications O O 4'-6" ILL 4'-6" ILL O O 5'-10" ILL 6'-6" ILL (�) MIN. 17'4' ILL LINTEL PLAN - ELEV-B1 SCALE: %4'=1'-0" C_y 6 f ifs �N S To the best of the Engineer's knowledge, information and belief, the sVucturel 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 co I Q C) V N W O p O m 0 N# V MNNC LLu' at i C M 'N M- N J W W J LL J4k l l 7 EL (4' Q N LL r, W N R > C LL; a wa W Y Z o m m 0 W'moI,- g°�= E °' o' n. W IL p 0 2 0 2 N¢ M Z 0 E Z U 66 ❑❑❑❑ W M Z N d pco m z Z o V Q d N N M m z E y� l i--) cn Y w o N w C o N � N _a U m w E2 E — O $ I I o U Q C:,w CC)z co M o LL_ 0o Qo Q p E U wz z® o a t_ M mo XU & ¢ 00 ° 0 Z- o Wz ww t (d U) _ 0 V O z LL 05 y Q ¢ LL O U a mw U 0 1G O aLL =3 Or �O O co w¢ zl¢ a= 03 0 CV = J a� lw'L+J W � U /`JLO ■ N Z T O 1 0 11....VV m CIO T 2 O T _ O LO t6 7 1— 00 to T Z Z E O T— co O E U J Q 0 J JOB NO: 20-1128 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 CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THE SE COMPARTMENTS WHERE THE BOTTOM EXPO SED OSED 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AN CONNECTIONS TO 0 S, R Q D SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4. 2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS B FLOORING AND U 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 ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, forms. forms etc., shall be made with permanent metal or plastic Permanent must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpg and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soli disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. f'•' �``\t1\111011�1tJt�,er*�f��� N �tq W ye►' •i 4' `•'•SSE .� • -f _ � . •� �- f�` . d J �'i •` ..IF `• ram` *, . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. m o N N qt 6T (O 4 .E ® -j O) .� J _ W Ll1 tll 5 ILL LL LL t . N ,6" tll uj LU 0 W i = o o CoM Y C44 o W co0ir O m�¢o �E°'6' moo° 0 NQMZ UF- Jg Z V ❑❑❑❑ 0 0 0 o Z Q .s4 M CL N M U) 2� -01 4 U% d p a •�+ V) � o N 0 C) o0 w r T e o g aj U o N nf� `n ® Q Q o co m w M M ¢ O z Q J L.L zo � }o Z ® Q o co lA Lu zo ❑ co F ro � o X U z' Ua O 'O U oz N °do <= ww �� ui c Oi U ma o� z Nmz >Z � a`�i 'S sz � 29 LL z gZ a CU& ~� o' 3 �r >° CDco V wH z¢ a °3 0 =CV = >d J iv ^L1 W @ .> � r i� G1` C L C:) Q �i O .� J r T O �1. LO C)M r ui M o Z E 0 ,- E m a 0 1 ¢ o JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE J OGA w m a cs ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 6'4" + 6'-0" + + ++ + !4- + ++ ++ + + ++ + + + + + + + + + + + + ++ +++ ++ + ++++ ++ ++ + + + + +++ +++ + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++++++ +co 0_1 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM U w cc STD. 90' CONT. #5 CONT. #5 > HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to 1 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate �1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR GAS METER O o Lo � U O � CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16' O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking lJse 3" (10d) nails at 6" o.r.. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BC16500s® 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS i 5/8"D THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 13/4" 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 wails require additional consideration.— (0 CO 17, A 1%" ROUND HOLE MAY 6"" 6"� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1Yz" 8 1'-0" 1'-1'" 1,-2" 1'-2". 1" 3," 1"-3" V-T' 1'-11" 2'-4" 2'_9" 3 2." 3._7" Any 16" joist 12 1' 0" 1' 1" 1'-2" 1'-2, V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5' 4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-T' 2 5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4' T-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3 0" 4"-0" 4'-10" 5'-11" 6'-11" T 11" W-11" -^ -- _ -- -- 24 1'-0" 1'-1" 1'-2" 1'-3" 2"-5" 3'-T' 4'-9" 5'-10- 7'-2" 8"-4" W-6" 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 3 S 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)_(r Nail with 10-10d nails. T—T Install tight to top flange. SLEEVE THRU STEM d ° SEE PLAN FOR °• ° . • • FOUNDATION INFO n. ° ° STEM FOUNDATION r GRADE _ nrr.rr CCr r,r A Kr \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. Jc rv�., %1nM0r_ 1r rv._. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON 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 i�11� rnNrn 11. PLUMBING LINE PVC OR SCH40 SLEEVE ° a °. ° a,JAr '=— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE /F PLUMBING LINE PENETRATION ° q Z •'a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a 11 JAI - -rT T r a SEE FND. PLN. SIZE & REINF. Eft��fir 1.014610) r E e-S -Z ,olo • '° f ^ F k, o Sp qF gE To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 H Q col IMO �v Nco ��p N R V co OM N O N UJ LL h 7k f ® N M N J# W w ALL, �2 LL -a M a Z-0 co6M w �(6W Q c ii 52 ° a� o OF co Cn Qe .� C �] m 0 O 00 M W 2 E °' o a 0 m .- z N Q M z 00 5 z U °0 ❑11O❑ u W — M � z � o N z J f � N M z 9 o n, �N /lt�JC1 ` V y �j� V `- OQ) V) /R F= O 1 V U r— m a $ = zip... a �z ¢ M M z o z J l.l- (6 E � o �o � Z N <� cd E O8 o . z® D a ( co r6 — — XO a¢ 1 OU 0 O< CV @ <o ww ❑ z < U y0 m 0 O U Z 4% J ¢ ° <z �z N N �y 7 ii_ � QK LL LL o U a fJ1 W U 3r �g <o oz �- o C:) J w EE O �o a� I 0 ` J ui W m c� � T C o O r 00CD di .� >` r J T T O LO r i �y�/�� O M f Co � iri T Z z E Q E ,— m m a U a cc Q p _ JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --1 CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT, FOR WALL HGT. <_ 8'-6". (2) @16" 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" O/C & c @ 6" MAX FROM END'' OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r - UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -III—I I I I=I m ° q I>11Ti—I T i �i I=1 ;- FOR ROOF PITCH 4:12 OR LESS. -PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. —ITI=III-I II I 11= I =1 I I= -HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g� METAL PL. UNDER EA. TRUSS -MOISTURE BARRIER TYPICAL INTERIOR BEARING -SHINGLE ROOF -7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SHEET LOAD BEARING OR 8"x8"X16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR -8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD wz/ (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER arl� 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E_ ' N00 'r ° D 6 MIL VAPOR III) BARRIER ff D N — fl > � I COMP. SOIL. M ° '- (COMPACTED TO 95% I 1ITI—O- MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS %- z / co Q 4„ e 00 T �•' III � �'-.'• . " T \ III= SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 w/ (10)10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" �31/2" MIN. ELEV. 4-31 /2" h z (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"016" PLATE WASHER (TYP.) FOR WALL HGT. > 8'4% (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS — �L �31/2"MIN. MIN. b SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" 00 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW -^2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ /WWF OR FIBERMESH II (2) #5 CONT. e 4,;1 , i �� U.N.O. MIN. TYPICAL BEARING WALL @ STEPrc C SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING os�c�RE NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �\ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M�N�o s (1) ROW 2x BLOCKING @MID HGT. INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /" ��� NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS fOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION di LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. @ 24" O.C, VERT, OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM E 6 x 6 W1.4 x W1.4 - r 2x P.T. PLATE FIBERMESH c WEEP SCREED INSTALLED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR BAR w END OF 2" x PLATE D WWF OR FIBERMESH T ° p. ASSUMED FINISHED GRADE Z! D ' ° '� _D D Cl) -- - z FINISH GRADE M #3 81 #4 LAP SPLICE 25"MIN. LAP [30" MIN. LAP] GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] a g _ ° —III—I I —I i I °° I —III I�=1 ' 1=III—III I =1 D _ _ _ - o I I L. I I=1 I ITI I ITI ° ° —III—I I - w r— \ D ° °D D D III —III= — 6 MIL VAPOR BARRIER —� D D ° I-� I = LU oO R 1 7/8 —III, i II li 1I--I i r_ ° — _ -T #5 REINFORCING BAR �-�-rl Imo- r #5 LAP SPLICE �° I —III —III I I i—III—III I I I I 11-�-�� I III —III —III —III —III —III N7 IT A'D I=11 I— 11=1 I 1=,E I T COMP. MODIFIE(D PROCTOR ASCOMPACTED OM ' �= TI=1 I _ I1=1 1=1 I' D1557) ,ITI lT� I I I l I -1 I—III—III—III—III—III—III-1 I —III —III III —III —III- 4" V 4" FRAME WALL TO C.M.U. WALL CONNECTION KD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" O A G ' 00 a SCALE: 3/4"=1'-0" �r GRADE �I I I-1 1 I— M. -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 C . M • ,' .I - SEE A/S3 OR J/S6 J -1 III I 111� 1 I I r FOR REINF. INFO.L 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 'S 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 41 1— II�II � II 'lull 00 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAh Q INTERIOR a •^ CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 00 - — — - `=' TI ITf— I M 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] e. 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR x x CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL 'r BEAM SIZE & CONNECTION INFO ( I W PLATE 1 1 2x4 #2 SYP P.T. FRAMING w/ Ins^ MIN 7116" O.S.B. SHEATHING os.e. z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION Q > w 6x6 P.T. #2 SYP _ w LU ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. ZZ--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN / CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 t '- WWF OR FIBERMESH w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) a �— 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS — — — :I I� .� iTI=fTT=1Tl—ITI=Tf 004 c , , .00.o0000 t (2) #5 CONT. ON 3" CHAIRS 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� WWF OR FIBERMESH T „ I M C E SEE A/S3/J/S6 fi 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. I M SCALE:3/4"=V-0" S3 MASONRYWALLAND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD !9 d CONT. FOOTING STEEL MAT REINFORCING. t ' Cl)00 2 GRADE_ d ° -__ w IIII—III1=IIII1 a a I I—II1I1—=�I1II1—=�I1II1 — 14 71 _vIILU w w QI• Oo CC 4 -Z 1=1 a 1=1 I I I —I—III— FOOTING W -III III—I_I I —III —I l—III 111—III—III_ Q �I,,IIIISiIIlliillli�illl ,II -III -III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 I <A,�� ,�, Ci vv O < ; J � �e " /Q v AT' ti ` UJ '•. Gay q •vo R O F�`�Q���� r]'ttlta� 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 to e9 .. IN It 8 N to cep ik # O O O dY co — J J - M NC 10 ro LL LL ih �W�2° uu._j a°W Vi M S LLI UJ 0 4 ai�i52 a a ao > .L 0"aacnOT 0o OW- P13 m m o o . C N'R fb OTC Q r2 Q O Earn a z 0) .--. F, O Q O Lo_�?/ N Q m z 6 LL F J L a < Z O V ❑❑❑❑ . W N O � O z —.I M � N s M U) %��/�o NCz _ LL W o `v V3 0 ® Q .0 —LU ' V) 0:� o �N N C) m ,,, � o g I I a a ®0 �m o W M M ¢ o'� Z E w. o° >� Zo a Q 0 wZ pa R0 I 1 =o �U O < WZ Qo Ww 2 L (n - <Z =y �§ mO O0 Q� 1Z oa n a V0 ', ~ 3:aLL o w w� =� >� 00a_ w 01 �N 0 = � Al W cu 0 't .> � r Q O 0 o co (fl cu JCQ O T ui m:3T A co \ iii r- o Z z E O a E a ?3 0 _ Q o c JOB NO : 20-1128 SCALE : AS NOTED SHEET NO. S3 (MONO) 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER CONNECTION I DOUBLE 2x TOP PLATE H J (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE _\aL STANDARD 3" DIA. TEE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONE MIN. EXTENSION FROM LS SPACED EXTERIOR FACE OF BLOCK EVENL EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL ISMAXIMUM INTERIOR EADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (np) 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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. P CL TO DRAIN EXTERIOR --� WALL WALL CLEAN —OUT rA SCALE: N.T.S. S4 7 5181, 8" 7 5/8" 8" 7 5/8" 8" 1 ST 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 D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a d a d d d d g�� STD.90°HOOK 8" LINTEL BEAM WI (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. (D OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J T W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ( GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TTRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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. T�1 S�cF NOOK N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET FOP a IARAGE IOOR vvvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKKN� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) TYP•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMISON SP2 w/ (12)10d NAILLS AT EACH STUD TRUSS USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBLEACHEND FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD v z a - 2x TOP PLATE U) V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. . O O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED N. ATTACH ALL J EXTERIOR STUDS W/ (A16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SIPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 ° TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON MPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • 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 w/ (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 9 • 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 d • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING " 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a / a ° 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 A 1 TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY 77R�\ SCALE: N.T.S. F- ,���O+,�Aatsfff11 111 Irf Vv 'gyp ; h%'\1 ;'� •I l `O ` •• c EZr 'R J • : C) a Of . ° c IF E- ter QROFES . . 0V- 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 It E W 8 N N ik � C-) N [V LL LL 0 ..0) co CD co J 9 W N J# W W LL u7 a a co N M Q ��L W j awa WY Z v 13 C��o a) o tfi m M m O In 00 m :1W W m o� 2 Earn ¢ o aa. 0 Z N Q co U O `S W ° ❑❑❑❑ V M c- z N 8 N z � � J< M d N M N z �Q) - Cn 8 W Q a 0 Q 11 0 to c o 2 �N o (6 r— � m 0 8 I' . = 0 v o 33Cn Quo • —0 t0 o � w ch 12Cl)o z a Eo E 8 4 o r� z® oa ca 1— o E 2� o< az oo " ow 0z C:,o ITT w (� n o� U 0 of Z 'n --r a °° z tZ op LL g� a w 3p �� z w� Ft o V z¢ a 0�3 .s (V = ` _J ai 2 nL, W � c� .' (D T ^ L C O CO m = c r 0) r T _ o LO r- .L ' /�� n CIOr 47 E m �' Li ! (Y) T c T iri T O Z Z E O (n T IL E U Q 0 JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ()10d x 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24 O.C. FOR SHEATHING DETAIL BLOCKING F OR :• 77 FIRST FOUR I f ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRAS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO o 48" O.C. EACH JOINT W/ (3) 10d [ATTACHED x 2) SEE STRUCTURAL NOTES 1Od x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24 MAX GES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING ING TYP. EACH JOINT W/ (2) 1 Od & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4'i ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"1 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL, TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR _ CV .- N r SEE STRUCTURAL---,,,"OUTLOOKER @ 24" O/C X-BRACING, AND TOP r NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"1 CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 EAH JOINT T/OE2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10dC( & LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS@ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW O O (3) 2" x 4" LAMINATIONS W/ 1 ROW O (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE @ FIRST (4) ROWS OF 2 16d NAILS () W/ 10d NAILS @ 6 O.C. " 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) G)p SECTION ("9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 1INIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS Sul "L" BRACE W! 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W N/ '7-1 9: BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA 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 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"1 "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20 -0MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.0.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2" SDS^^ ^ .viv i . u�nnnva GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN 6P2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LLJ 0 a ✓,q CORNERJACK Y U W z O U HIP FRAMING REFERENCE PLAN 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 MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 SCALE: NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION i A(7 :2: tP F. •!� ' � . � •• ROFEvS\O����$�� . {ffli6illi9l�ti 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 As F' Q co U NOra N o7 it O O O m c0 J J O NLL� a) J W J W W LL LL a a N - 'n - a IL W W < C:LC 0,o J.2 N m m 0 p W Z 2 E m a) O 9 N O NQcoz B x O N U 00 J 2 Z U ❑❑❑❑ W 0 z o g Z cl- N N z ° _ u_ U Vi < W � a OW >V �N F— a 2 o asw r— U 00 m ,— O �Q i °40 = w U o 0 c ®0 o sm o � z z M o3 LA- d E zo .0 WZ EN z Z0 a U U CL o ao o �U o o L ¢o ¢ E z -z �n C ❑ o� U w O m 0 o �� Z rz J m �z MIN en am o� oa Z go z 3 p aZ =K w o C.0 V z¢ a 0o3 �N .a = n ai W @ LO � > T �.� Q O ^ o m 0)It = T �O Q) J CD ai E Lf) CD M r o c z E O *— CU a. E U 0 ate( p ` � JOB NO: 20-1128 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 ( TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR TYP, ` ( ) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X PLATE 4" x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16 " (TYP,) ` 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 NALS �� 3 DETAIL `STD. 90° HOOK (TYP.) STD. 90^ ` d 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH �EILDLS HOOK (TYP.) % FACE NAILS 10d @TRUSS VERT. WEB TAP x 3 -1l2° 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16 ME AL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLNO EACH END TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER W/ MIN, TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/160 BOTTOM OF BAND x 3-1/2" TAPCON @ 16"1/1 JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 O O.C. & 4" FROM EACH FURRING 40 — —� TAPCON 16" O.C. & @ END NNC MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" N07C @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL NOTCH WE +5n FIRST 2 COUURSESRSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A - 1610 #FOR 2 STRAPS FILL lsta COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 20 8 i X 4 FURRING ir SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31i4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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"x21/4" TITEN = 2150 #) d . 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1!2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN _ . . CONNECT W/ 8d NAILS BRACENBL BLKG. N.T.S. • • 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) ...d! .d., INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4WOOD ) () 'Yi" * DOUBLE 2X4 SCAB FOR Z-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 (TO 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x 0�FR TRUSS TOP CHORD Hq MIN. 4' EMBEDMENT AT 16' O.C. + N <F �CTy 1 r_prr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ' EMBEDMENT INTO K.) /4 MAX 2'-0" 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT e n ° :s .: ► #5 BAR iD o BLOCK HEADER BLKG. T TOP BTWN. ARCH SIMPSON + + , P ° o 101 s CENTERED W/ 1 X 4 FURRING BLOLID KG & BUCK H2.5A w/ 10 2X6 TO 2X4S ( ) 2X4 SYP � . ° � :: ° s — IN TOP o KNOCKOUT/ N 8d NAILS EACH TRUSS e 8d NAILS @ 8" O.C. AT BUCK _ �• CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE BTWN,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR `�® h, a MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24 BUCK- WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 CLEAN FILL > ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o (NOTCH) SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION .°. i 90" HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL -' • �'- `- • �' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") r : • r . - r �� r , • �� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" s ° r,. �. r r,, �. r r,, •,, ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. ,: �.. � s. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a Z SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER COVER 6'-0, EPDXY EPDXY MIN. 6" EMBEDMENT & 0O ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP � v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o n LU -' A REINFORCING AS FOLLOWS: ° _ Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g U_ a F- PRESS PANEL REINFORCING INTO PLACE. v z #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — TI�1� ¢ EXISTING FOOTING (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ° .: I n u — — N FILLED CELL DRILL 3/4 x5 MIN. HOLE GRADE ;. c SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.l p REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g • n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ' b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL IN \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION I) 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" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. X,�����`gtE911lI19,�Oa��p� OWN/ Y a`"?OF ``����'� 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 eD F Q W U 0 0 N co p� e�tf N it 4C V 0 M N N�� N LL LL 0 - �-�p r' J Z W W R (- H LLL 2S2 y P) 5 u- W Wz0 W CS,m So W IL moor° E°'a' �¢0 o a z NQMz z < d c� 00 ❑❑❑❑ W M N O m O � N z � � J M d N M N z = 1Vll ® a 0 N ry o TS W ,� _O U m wigw � T o g i =! = U o N S� ¢ m CD o w M M �Z o S z Q J (6 E Q O zo oO Ljz z Y aN z® Z. t`° ro —CLo< 00 �� &¢ o �o wo ww �� . �z< Y U o 0, Z _ Nm <w zZ N Coo 8Z G1 < 0 U LL �w aLL =3 OC w ¢ .0 a� 0U-i z¢ >� J � ITO ^L1 W co \ ./ Itt � T Q C 0 0 C:)0 In c Q aT� rTT o) ■� J r r T _ (0T Lid 1� k CO T— ai w MM \ o m z t E O N cn 2 r r Z = a E � w i= v _j ¢ o JOB NO: 20-1128 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 —+j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YV/L-Ivu`Uy"ll 11 IIAV vv"L 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 �3 i2= PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. -----./ 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 PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 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( SCALE: NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY 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 OPTION B CONNECTION INFO — SCHEDU E/PLANM 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 A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED 0 SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SEE PLAN L. FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d 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. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ N P1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C, INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. I TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ 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. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T10)F FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTIONK22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS �d $ U A �'i r/�IIlIIl1111i 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 st uctural engineering portions of the drawing pages bearing Engineers signature and seal. _, w W F �� \ 000 00 0) CO I 0 N N C ® r N � M - '0 N LL lJy„ * CO - - W W An Mi gLLN 2 di vi (M mLL LLLL as W tp a a W 0 �co z � OEP o 0 0 o C d C N m m O Z Iq y N o N Q co Z Q 00 j= ° Z W ❑�D❑ C z N o — z r Z o d N C' z 0 bw C9 LL ICN Vi cff w o n �U a _ 0 ``2 w I zS o � 0 � UM _o U 00 d w � F-- m E 0 8 U 0 � M CD M cflCe3 i 0 W z Z 4¢ J � c6 E ca_O QO 'z � Z N Q N Z® 0a E CJ ca @ O E . O O az U O �U °z N f0 L ¢O Q ww m U) C Y . 0 O ¢ Z � Y Z J a �y N co N ca- r w oa Z Z aQ N F C1 p w u Y ft x NJ V z 0I¢ � § �N 0 = L � m W � 0 r N > a o Q0 r 0') T o M r C7 m � T C0 \ = T y r o Z Z E O N T E /0 C a U J Q J JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER -- WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS RESISITIVE 0.3 in: 12.0 in BARRIER woOD FRAME coNsrR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-r" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering rnssen+e�eowwoow) WALL BY IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive 3 OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 2 �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING'se SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. barrier above header to allow for flashing q p THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 1 1 q pp � 9� BE USED. 3. Fold weather resistive barrier back over head 2 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape 2 G installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Scale: TS intended to drain to the water -resistive barrier is directed between the layers. N SELF-ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p entry cavity ,I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703:4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent Of water into the wall THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711, All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOWexterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 25 Grade NS or renter for proper joint expansion and contraction, ASTM C281, AAMA 812, or other approved standard as appropriate for the REFER TO TECHNICAL SCORED 9 p p 1 p pp LETTER ON CHEMICAL o O COMPATIBILITY RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface SELF -ADHERED FLASHING _ BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish BOTTOM OF FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall THRESHOLD Z - 3 (D^ comply with AAMA 712. Flashing at exterior window and door openings shalt be installed in accordance with one or more of the following: SECTION -A (SEE DETAIL WP02) 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 SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 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. z 1.2. In accordance with the flashingdesign or method of a registered design professional. SELF -ADHERED FLASHING _ 5 g g� 9 4 1.3. In accordance with other approved methods. NAILING FLANGE 0 2 SEAL TOPS OF JOISTS 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 1 DO NOT FLASH OVER UNDER DECKING -7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco FLLANGE OTTOM NAILING 8 (SEE DETAIL WP07) 2 J copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim. HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK , INSIDE CORNER , • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground 7. At built-in gutters. I- SHEATHING7 7 , SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 E AM SELF-ADHEP 0 Q w rn m 1'4" PER PLAN z V-0" PER PLAN �.LI_ I SHOWER SEAT SELF -ADHERED FLASHING PATCH HERED FLASHING 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER A� PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE rl� THIS GAP IS A RESULT OF NATURAL SHRINKAGE, DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY ER STOP A NUOUS BACKER ROD / 1 -ANT VTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing l Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing m l Note: The building paper and metal lath must t installed over the top of the weep screed WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Fv 0 O fV T 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 - Resldential 6th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. v% o v ea 00 H ig � 000m�� m r- ®i sO M N N C 0 L N -,j u c0 % 0 .-,�M-� LL N V2- J Ll W LL LJi. d n. J N M S Svc li > W t!J a p- 4,. z .g a�O I Y 0�o mmoQ 1y9 '�m O (N. `° Q o a E co rn 2 N p a >Y In 2 NZZM U 00 5 Z U ❑❑❑❑ v �No o zE3 J M � N Ln M LL o o n °� Q O,av YZ un F- E N c) m m r- m E O 8 xO 2 0 4 m W coz o z U- ai E fl- ® _� O uj_ >& <N Eit ca (160. O N o &F i ¢oZo ooI_ o¢ az <o irw a? C -z o zr ?in _ C yin 6W zZ zo Q C az U <o �w o w� >o a �r I °3 0 = tV = a.. am cm n, W � r ^ >` O o L.L m = r rn O T _ o LO M r ui w M r o z E O cn 2 r cc cc n E U � Q CC; oa JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. W P Z-1 a 01 MINN. IN FIRICARM M✓ OW 12131/2020 - - 1121�ii�d�l 1213112020 12131/2020 12131/2020 12131/2020 12131/2020 .......... . .... . ... ............... ... 1213112020 12/31/2020 1213 . 1 /2 ., 0 2 , 0 - 12/31/2020 12/31/2020 12/31/2020 12131/2020 12131/2020 12J31/2020 12t31/2020 1213112020 ....... . ... 12t3l/2020 _12/311/2020 12t3l/2020 12ill 12/31/2020 12/31/2020 12/31/2020 1213112020.. . .1. . .2.....t....3......l...../2020 12131/2020 1213112020 12t3l/2020 12J31/2020 12131/2020 12131/2020 12t3l/2020 12t3112020 ..... ....... I .. ...... . . 12/31/2020 12t3l/2020 12(31/2020 12/31/2020 12/31&-2-0 12/31/2020 12t3l/2020 112,131/2020 12t3l/2020 12t3l/2020 . ......... .... . ... . ........ -- --- ---- ---- - 12,13112020 ..... . ...... I ...... ... . ..... -.11-11- 12131/2020 1213l/2020 12131/2020 1213112020 12t3l/2020 1213119020 12131/2020 --------- --- . ............ . .......... 12t3l/2020 ................ . ............... 12131/2020 1213112020 12131/2020 12t3l/2020 12131/2020 12/31/2020 12/3112020 12t3l/2020 -- - --- ---- ----------- . .. .... 12t3112020 12/31 62-O . . ......... .. ---- 12J31/2020 12t3l/2020 12/31/2020 112,131/2020 12t3l/2020 12131/2020 12t3l/2020 12t3l/2020 1213112020 ........ ... ..... . ....... ... . - 12131/2020 - 12J3112EO 12J3172-020 12J311Z20 1213112020 12J3112020 12/31/2020 12J31/2020 12131/2020 12131/2020, 12J31/2020 12/31/2020 12J31/2020 12131/2020 12J31/2020 12J31/2020 12/31/2020 12/31/2020 ---- I .... . ............ I I . . . ....... ... 12113112020 . . . ........... 12/31/2020 12t3l/2020 12(31/2020 12131/2020 12t3l/2020 1031/2020 12131/2020 -i2t 1 31 . /2 . 020 - . ......................................................... 12131/2020 12t31/2020 12J31/2020 12J31/2020 ----------- PRODUCT APPROVAL SPECIFICATION SHEET pm) 12C As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibrmation and approval numbers on the building components listed belowif they will be utilized on the construction project for which you area fora C.10 Co > r- 0 o 2 cu -0 -111111111111, 42) (D 0)(3 - (n -L-- =:$ -M (n (1) -0 0 -0 C: 0 - 0 - C 0 LL C13 CU 0 CU 0 > •(J) -0 E a) 2 'E U) 0 0- CIO A3 .... . .. . ........ . . .. FI-1 7244.1 ...... . ................ ............ ...... ... ... ESR-3455 R- 12/3112020 02 A23 HU210-2 FI-1 0446.2 I'Ll 0856.4 ESR-2606 ESR-2549 HD212-2 I'Ll 7232.3 ESR-3445 1213112020 HU212-2 I'Ll 0856.4 ESR-2549 HD216 FL17`23z3 ESR-3445 12/31/2020 HU216 FL10856.5 HD216-3 FL17232.3 ESR-3445 12/3112020 HU216-3 FI-10856.1 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures AN r 1 Mounting Brack4ts (10 Gauq* 4-1(2')(+ 1 x 2:712'* G oss sp ripor &Xk C t (May be cut to Ill -Sm Anchor -SclmduLle Bolts 1 a"i A325 Ga - el 4lDi1 ScreAs A/C Urit bottDil Edge .... . .. .. .. . Hurricam Strap (Typli V, 3 in ftoll ANwhers Front CKKS Su ppollit Self-Iiiiiixii Nuts (tvi be cut to W) Left Bra(*.et (16 Gauge) lf-Drlliq # 14 revvis Thru Btackeu SeiScA 8ackCri Suipport into A/C Unit gwom Side (T�plcal.- 3 diach skle for hurritane use) INSTAIIA11 ON INFOAMAT10; N Spoil ittilyw4tian gillarpowli" WA 131 IUnruz;gUic Aft- Artil Es&mNarill RtUed Sl Doirill III oftlaw *Wh6" Eft *M Affly) HD26 FL17232.2 ESR-3445 12/31/2020 HU26 I'Ll 0856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FLI 72Y2-.3 ESR-3445 12131/2020 HU282 I'Ll 0856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.1 +67.0/-67.0 psf 12/31/2021 HD410 ..... ... .... b4V� I ....... . ............... FL1 7232.4 . . .......... .... . . . ..... ................. . .... . ..... ESR-3445 ............... . ..... .... .... . ..... . .............. . ..... ................. ..... ... ...... ......... .. ... . ..... - ------ . ........... ESR-3445 . . ... ........... ........... . .. .......... . ......... . .... . . ... ..... 11-1--l- . ...... ESR-3445 12/31/2020 ........... . . . 12/31/2020 12131/2020 HU410 HU412 HU610 FL10856.9 I'Ll 0856.9 FL1 0856.10 ESR-2549 ESR-2549 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.6 +67�0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.9 +67.0/-67.0 psf - 12/31/2021 _Rb0410 FL17241.7 12/31/2020 HUCQ410 FI-1 1468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 pi 12/31/2021 HGA10 FL1 7699.1 Evaluation Report 12131/2020 HGA10KT I'Ll 1470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12131/2021 HGAmio FL17699.1 Evaluation Report 12/3112020 HGAM10KT FL1 1470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL1 5225.5 +67.0/-67.0 psf 12131/2021 HHCP2 FL1 72367 ESR-3448 12/3112020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12t31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FI-1 1473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 le H..T....T....16 HTr45 F.....L...... 1.. .7....3......2.....4.L.... ...2..... FI-1 7324,-2..-- Evaluation . ....... -.... ....... Evaluation Report 12/31/2...0...2......0...... .. 12/31/2020 HTT16 HTT22 FLI 1496.1 Fl-1 1496.1 ES-0130 ES-0130 PGT Series 5570 FL251.10 4/14/2021. C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL1 5279.37 +30.0/-32.0 psf 5/21/2028 -H-tw-16 - ........... . . ...... . . .......... .... -- FiLl: ir�4. -- - ------- -------- - ----- .8 ESR-3455 ..... . ... ....... ....... .. .. . .. . ............ . . . .... . .... --- ESR-3455 12/31/2020 ------ - .... . .... . I ........ .... . 12/31/2020 HTS16 HTS20 IFI-10456.22 FI-1045623 ESR-2613 ESR-2613 Clopay Building Products Residential WindCocle Doors W5 (16X7) FL1 5279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FI-17244.8 ESR-3455 12/3112020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL1 7244.8 ESR-3455 12/3112020 HTS30 FI-10456.26 ESR-2613 Clopay Building Products Residential WinclCocle Doors W6 (16X7) FI-15279.102 +37.0/-41.0 psf 5/21/2028 HTWM 16 FI-6223.2 Evaluation Report 12/31/2020 HTSM16 FI-1 1473.11 SIM200802 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 HTWM20 I'Ll Evaluation Report 12131/2020 HTSM20 FI-1 1473.11 SIM200802 HUGT2 FL62213 Evaluation Report 12/31/2020 HGT2 FI-1 0456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12131/2020 HGT3 FILI 0456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 1018/2023 ...... .........HU.S- 2...... 23-2.... 6... ....... .6 --------1--2/31/2020 .... . ..ESR-3445 .---12/31/2020 .. ES....... -R­---3..-. --4--4- I5. ........................................... HUS210-2 HUS212-2 FL1085&R4 FL10856.11 ESR-2549 ESR-2549 PGT Series 5500 F-239.7 7/30/2020 .. . .2.1.. .0. . .. .... ........ ............... HUS26 .. ..................... ....... ... . ..... -F-.L- ...1.....7.. FLI7232.6 .--- . .... .. ESR-3445 23ii� HUS26 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15361.1 +40.0/-50.0 psf 2/1612024 HUS28 FL1 7232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/312023 HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FI-243.9 4/30/2020 JL24 FL1 7232.7 ESR-3445 12/31/2020 LU24 FI-10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A 12/31/2020 JL26 FLI 7232.7 ESR-3445 12/3112020. LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FI-10655A07 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 JUS26 ........... .......... . ........................ . .... JUS26-2 FL17232.11 ...... ... ............ . . . ..... . .......... . FL17232.11 ESR-3445 . .......... ...... . -- ... ......... ... . . . . . ...... . ESR-3445 12/3112020 ... ....... . 1213112020 LUS26 LUS26-2 FL10655A11 FL10655.112 ESR-2549 . ESR-2549 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HarcliePlank Lap Siding FL13192.1 - FL13192.2 JUS28 FL17232.11 ESR-3445 12131/2020 LUS28 171-10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR2549 B. SOFFITS Alside Solid and Vented Soffit FL1 5272. 1 - FIL 15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL1 7241.15 ESR-3444 12/31/2020 LEG3 FI-10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 ILSTA 12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA 15 FL10852.4 ESR-2105 A . ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 LSTA18 FL17244.18 ESR-3455 12131/2020 ILSTA 18 F Ll 0852.4 ESR-2105 B . UNDERLAYMENTS Tamko 151b Felt Underlayment FI-12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12131/2020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED --.I� ST ... . . .... ... .... ..... . . . . .... . ............... ..... ......... .... STA36 . ............. ....... . . .... LTS 19 FI-1 7244,18 .............. . ... . ... ..... .. . ... ..... I .............. . . . .................. r .............. .. FI-17244.18 . ........... ........ . . . . ........ ­ ... . ...... . . L--L-,---LL ............. . . ... ..... FLI 7219.2 . ....... ESR-3455 ... . . . .. . .......................... ............... ESR-3455 ......... .. .. .. . . .... .. . ..... .......... . . ......... .. .. . ........ ... - ER-0200 12/31/2020 12/31/2020 ------ -.- --.- 12/31/2020 LSTA30 LSTA36 I-TT1 9 FL10852.4 FI-1 0852.5 FLI 1496.3 ESR-2105 ESR-2105 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21680.3 N/A 12/31/2020 LTS20B FL1 7219.2 ER-0200 12/31/2020 LTT20B FL1 1496.3 ER-130 Lornanco, Inc DA4 Exahust Vent FI-17202.1 N/A 7110/2021 LTT131 FL1 7219.2 ER-0200 12131/2020 LTT131 FL1 114963 ER-130 E. ROOFING TILES Boral Tile Villa 900 FI-7849.27 - FL7849.28 N/A 12/31/2020 U) CD Co > O Jc- U) > 0 L - 0- -6-0 L UJ < Z Z LTW12 FL17244.8 ESR-3455 12/31/2020 LTS 12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2020 WGT2 FI-17240.2 ESR-3447 12/31/2020 LGT2 FI-1 1470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuIfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 MP3 FL1 7244.22 ESR-3455 -"12/31/2020 LS30 FL10446.15 ESR-2606 . .. .. . ......................... . .... . MP34 ... . ....... .............. FL1 7244.23 .. . ....... .24 ....... .... ... . .. . ESR-3455 .. ...... ..... . ............... . . ...... .... ..... . ...... ...... . . . .... ......... ... . . . ....... . . ........ ESR-3455 . ........ . . .......... . ....... . - - - ----- ESR-3455 12/31/2020 .. . . ........ . .......... . .......... 12/31/2020 ----- L ..... . .. . ......... . ....... . . .. ... 12/3112020 A34 LTP4 L550 FI-10446.3 IFI-1044619 FI-10446.116 ESR-2606 ESR-2606 ESR-2606 5� SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12131/2020 MPH3516 FI-17240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 Florida Department of Business & Professional Regulation Pagel Dili Building Codes and Standards 312812018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/3112020 MSTA24 FL10852.9 ESR-2105 ANCHORS , Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FI-10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FI-1999.1 - FL1999.4 N/A 12/31/2020 Code Entity or Date Date Date Pending Me TV- Version Manufacturer Contact Engineer & License Validated By Validated Submitted i Approval Approved Status Revision 2017 Gulf Coast Supply& Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10112/2017 10/10/2017 10/17/2017 12/IZ"2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use ADDroved for Use Impact Design Sea 9 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVH9 Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/12/2024 No Yes N/A -NIA/ over 15/32&quot; Plywood a -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 0ii No Yes N/A +N/Al Roof Panel over 15/32&quot; Plywood -116.OPSF 3 1 &quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 1?&quot; wide Roof Panel 0411212024 Yes Yes N/A N/A(l over 15/32&quot; Plywood 4 1 &quot; 241 VersaLoc I&quot; Vill 24ga 16.5&quot; Wide Roof Panel 04/12/2024 Yes Yes N/A N/At over 15/32&quot; Plywood -138.5PSF 5 1&quot; Vill .032&quot; Aluminum I&quot; Versai-oc min l Aluminum over 04/12/2024 Yes Yes N/A NW I5/32&quot; Plywood Al 6 1.5&cluot; 241 Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04112/2024 Yes Yes N/A +N/Al Panel war 15/32&quot; Plywood -116.GPSF 7 1.5&quot; 241 VersaLoc, 1.5&quot; VersaLoc min 24ga. 16&quot; wide Roof 04/1212024 Yes Yes I +NJA` Panel over 15/32&quot; Plywood -123.5PSF 8 2&quot; 24ga. MegaLoc Min 24 Ga. 2&quot: Megal-oc 18&quot; wide Roof 04/12/2024 No Yes N/A -N/Af Panel over 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&quot; 04/12/2024 No Yes N/A +N/A-gl Plywood 10 24 Ga. Gulf Seam Min 24 Ga, Gulf Seam 16&quot; Wide Roof Panel 04/12f2024 No Yes N/A +N/Ali over lx4 Wood Pi over 15/32&quot; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3111 Snap Lock, 041122024 No Yes N/A +NIAI 18&quot; Wide Roof Panel over 15/32 quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel overtili 04/12f2024 Yes Yes N/A -N/At Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/12/2024 No Yes N/A -N/Ati 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 04/12f2O24 No Yes NIA +NIAI Pull over 15132&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok li Wide Roof Panel over 04/12/2024 Yes Yes N/A N/A/ 15/1 Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/12/2024 No Yes N/A -N/A/-63.5PSF 1511 Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/1 04/12/2024 No Yes N/A +N/Al Plywood -154.7PSF ........................ . .. MSTC40 FL1724426 .. ..................................................... . .................. FI-172,:W26 ESR-3455 . . . ......... . . . ..... . . ... . .................... . . ... . ............. ......... ........................ . . . ......... ESR-3455 12/31/2020 . .............. . 12/31/2020 MSTC40 MSTC52 FL10852.11 FI-10852.11 ESR-2105 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 MTW12 . ...... ............... . .. ...... . .. ............ FI-1 7244.8 . . . ..... . . . ...... .... . ......... . . .. . .. . ........ � i ��4.8 ESR-3455 - - -- ------- ..... . . ....... - - - -- - - ESR-3455 12/31/2020 --------- ­ ............ . . 112/31/2d�b- MTS12 MTS16 FL10456.33 171-11045634 ESR-2613 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FI-6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FI-158.11 NIA 6/21/2022 MTW18 FL1 7244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FLI 774 N/A 5/25/2024 MTW20 FI-1 7244.8 ESR-3455 12/31/2020 MTS20 FL10456,36 ESR-2613 MUGT15 FL1 7240.5 ESR-3447 1213112020 MGT FL1 1470.9 SIM200803 NFM35X12 Fl-578.2 Evaluation Report 12/31/2020 MBHA3.56111.25 FL1 3904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/3112020 MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL1 7239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 I'Ll 0441 .4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) I ------------ ----- ------ -------- -- ----- ------ ----- -- ...... APPLICANT SIGNATURE DATE ... ..... ..... --- - ---- - ---- ------ L-'-" . ­Pj� ........... ....... -�Lll 7239.13 � C f t . .......... ......................... .......... - . . . .................. .. . ........ FL1 7241.20 ESR-3449 ...... .. ER-0200 .. . .............. ....... ............ . .... . .... . .............. ......... . . . . . .... ESR-3444 1213112020 -------------- 12/31/2020 - - -- - - - -------- ----- 12/3112020 GLTV3.516 FGTR CS16 FL1 0667.8 FL1 1473.2 FL1 0852.1 ESR-2615 SIM200802 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 I'Ll 04W5 ESR-2613 RS150 FL1 7244.27 ESR-3455 12/31/2020 H10 I'Ll 0456.6 ESR-2613 RT1 5 FI-17236.3 ESR-3448 12/31/2020 H10-2 I'Ll 0456.7 ESR-2613 RT1 6-2 FL17236.2 ESR-3448 12/3112020 H10A FL1 0456.6 ESR-2613 RT16A I'Ll 7236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL1 7236.3 ESR-3448 12/3112020 H4 FL1 0456.14 ESR-2613 RT4 ... ... . ........ . .... ...... ... RT5 FL1 7236.3 .... ........ . ... . ...... . ........................... . .. L . . ............ ... FL17236.3 ESR-3448 ..... . . ........ . ... . ... ........... ..... ........... . . . ... ... .. .... .. ....... .................. ....... .. ... . . . . . .. . .. . .. ESR-3448 12/31/2020 ........... ... . . .............. . . ...... . 12/3112020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 RT7 . ........... I'Ll 7236.3 ESR-3448 12/31/2020 H2.5A FLI 0456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FLI 1470.3 SIM200803 RTaA I'Ll 7236.3 ESR-3448 1213112020 Spi I'Ll 0456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 1213112020 SP2 I'Ll 0456.42 ESR-2613 SPT24 FL1 7244.31 ESR-3455 12/3112020 SP4 FL1 0456.43 ESR-2613 SPT4 FI-17244.32 ESR-3455 12/31/2020 SPIS FL10456.44 ESR-2613 SPT6 F11 7244.32 ESR-3455 12/31/2020 SPIS FL1 0456.45 ESR-2613 SPT8 FLI 7244.32 ESR-3455 -1-2/3112020 SPI-14 FLI 0456.46 ESR2613 .. . .......... . SPTH4 SPTHB I ................ . ........... SPTH8 . .... I'Ll 7244.32 ..... . . ....... . .. . . . . . ...... FL17244 32 .. . ......... ............... ......... .... .......... ................ :. ........ . . .. . 1=1-17244.32 R-3455 ........ .. . ................ . .. . ..... ESR-3455 .. . ........... . .... .......... . ...... ..... . . ... . . .............. --- .. .. ....... ........ . ... ESR-3455 12131/2020 ...... . ..... . . . . . . ............... . 12/31/2020 ......... . .......... . .... . ---- --- --- - 12/31/2020 SPI-16 SPH8 U24 FL10456.47 FI-110456,48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FI-1 0655.3 ESR-2549 THD28 FL17232.16 ESR-3445 -12131112020 HHUS410 FI-1 0655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 328f= 8 Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 HGUS5.25112 FL1 1468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/3112020 HGUS414 FLI 1468.1 o SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL1 0441.1 ESR-2330 THD612 ........... .................. UGTS3F FL17232.16 ... .... .. . . . ...................... .......................... . ...... . ....... - . . .... . ....... FI-2033.1 ESR-3445 ........ . ........... ......... . ...... . .. ........... ................. ............ . ........... Evaluation Report 12131/2020 1 ................... . .. . ...................... 12/31/2020 MSTAM24 MSTAM36 MSTCM40 FLI 1473.19 I'l-1147319 FL1 1473.19 SIM200802 SIM200802 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Dill Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHz Resistant Pressure 18 26 Ga. Gulfi Min 26 Ga. GuIfPBR Roof Panel over lx4 Wood 04112/2024 Yes Yes N/A -N/Al Purlins over 15J32&quot; Plywood -151.7PSF 19 26 Ga. Gulfi Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/12/2024 Yes Yes N/A +i -154,7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Purlins over 04/1212024 No Yes NIA +l 1511 Plywood -151.7PSF 21 26 Ga. Gu Ili Min 26 Ga. GuIfRlb over lx4 Wood Purlins over 04/12/2024 No Yes N/A +NIAI 15132&quot: Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. Gull over 15/32&quat; Plywood 04/12/2024 No Yes N/A -N/A! -159.2PSF 23 26 Ga. GulfRlb Min 26 Ga. GulfRib over 15/32&quot: Plywood 04/12/2024 Yes Yes N/A +N/Al - 159.2PSF 24 26 Ga. GuIfRib Min 26 Ga. GulfRib over I x4 Wood Purlins over 04/12/2024 Yes Yes N/A �N/Af 15132&quot; Plywood -164.2PSF 25 29 Ga. Gull Min 29 Ga. Gulfi over 1x4 Wood Purlins over 04/12/2024 No Yes N/A +NIAI 15/32&quot: Plywood -123.5PSF 26 29 Ga. GulfRib Win 29 Ga. GulfRlb over 15/32&quot: Plywood 04/12/2024 No Yes N/A -NAI -141 27 29 Ga. GulfRib Min 29 Ga. Gulfi over lx4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 7/16&quo(; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. Gulfli over 7111 O.S.B. 04112/2024 No Yes N/A N/A! UPHD8 FL1 7219.5 ER-0200 12/3112020 HHETA20 FL1 1473.9 SIM200802 - LGT3-SDS2.5 I'Ll 1470.7 SIM200803 LGUM26-2 FI-1 1473.12 SIM200802 - Search Criteria Code Version: 2017 FL 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Produced ALL Approved for use In I ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Deis To: ALL SHEET NO. PA 1.0 Flonda Department of Business & Professional Regulation Page 1 of 8 Florida Department of Business & Professional Regulation Page3of8 Building Codes and Standards 12J1212016 Building Codes and Standards 12/1212016 Florida Department of Business & Professional Regulation Pape 1 m, Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Ilsa,e Product Approval Application Detail ggda Entity or 2& 211 Date Pending 2& "a Enaty or Qgtq j111(q Date Pending Qg(p 11M V.anlon Mawfecturer Contact Englnaer&LI¢enae Validated By Vzlldetad Submitted FBCAooroval Aoeroved St�We Tie Version Validated By Validated Submitted FBCAooroval AooA=ved Statue Revhicn 2017 Therma-Tru Corporation Rlck Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/162017 07/122017 10/182017 12112/2017 Approved Revision 2017 Thenna-Tin Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 1211=017 12212017 =32018 Approved S90 Real go Dals-Passam 20 Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 �= � By Approved Ama subcategory: Swinging Exterior Door Assemblies rickwarwblogconsultants. SubCategcry: Swinging Exterior Door Assemblies dckw&wbldgwnsuhards. Revision 2017 Thaons-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 122012017 OWIM17 1222/2017 Approved Compliance Method: EV*]uakon Report from a com Compliance Method: Evaluation Report from a com Ceeegwy: Exlerlor Doom (419) 296-1740 Managamerd hnMuts (813) 767-OW Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Subcategory: Smini g Exkrbr Door Amamblies delmorwbidgoonsultanb. Professional Engineer Professional Engineer campasrrn Ms#wd: Codification Mark or Letting Corm F #'ad'AB74t2Producla. •. .,. ,, „ -..,, '.., : ".: .;,;v „ . _. `FL#20+194•R31Ptaducte Ouallty Assurance Aoeroved for Use Avoraved torus* Imos¢t Oaslan _. Quality Assurance Apor¢ved for Uwe A,Pra *beau,, Imaael. Dealan Orgasm Aalafan'd Approved for Ur Aooroyyd for Use joom Rolm gee; P roduc! Motlel. Number or Name Product Descrtotion Comreet Explalon Ovte do HVHZ Outside HVHZ Resistant Pressure Seei Product MotlN. NumaeY OY Name Product Dead*hen Comract Exolratlon Date jgtjLJ;)j Outside HVHZ gggMjggt Prsssun seas Product PJnatgtle,stldlen Conbaal excitation Dab 1a10WQ gllMia!-HVHZ i t1YIRYa riouH 1 a. TharmaTm Flber-Classic and Smooth -Star Nominal S&WS;S &quotNon-Impact&quot; Opaque 12/312020 No Yes No WA 1 a. Therma-Yru Flber-Classic and Smooth-SEa Nominal 6M9;8 &quot}ion-Impact&quo]; Opaque 12/312021 No Yes Ne WA 1 a. 8quokCW kbCMt&quat and &quokeenchmark by t1B and &M Opaque and Glazed ",argues Door with 12131=1 No Yea No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Slagle Door Therma•Tru&quot; and without Skbaes. Inlet g and Oulswbg onswing/Outswing; X configuration) ons ing/Outsoing X corliguraaon) 6 1. Thera-Tru Fber-Classic and SmoctbStar Nominal 88N39;0 &quotNwl-Impact squat; Opaque IW12020 No Yes 14. WA 6 r. Therma-Tru Flber-Clsssic and Smooth -Star Nominal W#39;0 &quotNon-Impect&slot Opaque 12/312021 No Yes No WA Cgmpcsna Edge Fberglass Single Dos Composite Edge Fiberglass Single Dom nsxln tswlrg;.X cotM urdon (Inswing/Out. g,X gonagurallon) 9 I. Therms-Tru Floor -Classic and Smooth-Slar Nominal 68 19A&qua1;Nondmpact&qwt; Glazed 12/312020 No Yes No WA 9 1. Therma-Tru Flow -Classic an Smooth -Star Nominal 68,f39;8 &quoIjJanlmpsct&quo]; Glazed 12/J12021 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door (InswinglOutswing; X con6gumkori) onswin oulswi ;Xca gumton 14 n. TheraaTru Fiber-Cassic and Smooth -Star Nominal Ows;0 &g0ot7Norrlmpact&op1o1; Glazed IM12020 No Yes No WA age es NZA ComppskeEdgetees Single Door Composite Eggs Fiberglass Single Door (In veinNoumorino; X. ea,fiourakon) X (InswingA7utswing; X eolMguredon) Florida Department of Business & Professional Regulation Papa 1 m t Building Codes and Standards I/Sala Product Approval Application Detail gsde EDYtLs[ 219 21K DAWPondhm 2$k mm Yltden memkchm Contact EMMM&Llegaw Velldmed9y Vaikh"d atrMrd FBCAmmlal AMI®nd arm Revision 2017 TharmtTrucorporation Rick Wright National Aoosditstloe & Ryan J. King, P.C. 122M17 09212017 12t2=17 Approved Category: Exterior Doom (419) 2WI740 menepement boaft (813) 7675555 audCabocal swinging Exterior Door Assemblies ridcw®nPoMganausamla Compliance Method: CoMmM nMarcw LIMIg gum 11SHI -FA FMdets Quasar Am Apseroved for the Apostates for Use hoped gleakin AtU Erad.tDesctlpLsa In HVHZ Oubak H ti Z Bulahn Premium 5 e.1 quotSmootl,3tar&quot; and 8quot;Senchmare by 518 and LID Opaque and Gazed Fiberglass Door with 12/312021 No Yea No WA Therma•Tru&quot send without SMsasa. Inwhg and OuLLwkg U N U Q O O \V O _CIO VJ Q W i .Q .102 .= VJ CL Florida Department of Business & Professional Regulation Page 2 02 Florida Department of Business & Professional Regulation Pads I oft Florida Department of Business & Professional Regulation Papa I of I Florida DepaMlent of Business & Professional Regulation Papa I or I Building Codes and Standards 1/202020 Building Codes and Standards IMMI5 Building Codes and Standards 1I501918 Building Codes and Standards 115=16 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ry FLk15932.RR P"dtlude _ .. - .. , t1C3ELia411 . fguaittV Assurance D Aoeroved for Use Approved for Us, Pressu 2m Ermy or dais � der l� der � PedBC.@ go dais dew ter si4lh jnllly er 201 20 � Sea# Product Made]. Number or Name ProductDesorlptlon In Date �1Qj; OutsltlaHVHZ I3e*]stall Pressure mm VW- valludisiage yolklighad•Re xwwod Auku a FIND Approval Aplp@[ga ohm LM Ylulen IaaDldistalln[ SmMaat EoglaM.&.LJoI� Ya tsL YallelYd awimad FBCAenrmal ADDraved atom 1Yae Vaolen n EogleMca.LtrfDae YdledadZt lhlnl9W aUbMlhd 1B4Atptgmal Approved amlM 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 12/312020 No Yes No WA Revision 2017 SuOdi Products Company Mad Westerfield! Imsrhok Testing Sarvioss NA, Gs PhmhW 11129/2017 0811WA17 12/0512017 Revision 2017 Product. Company Mark vvo$6 elo Inlartak Teeth Services M/L Gary PAehlw 11202017 OBIIOIM17 12A3S2017 145314&quot,x80&quot, NON -REINFORCED Cbpay dap p Gary APProvad Cbpay g ry Approved Revision 2017 PGT bMuebles Dan Ruad MWd-Oese BCCO-CER GismFOatle aCCO-VAL 1720/M17 11/2&2U17 1Z26/M77 Approved 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12r312020 No Yes No NIA Category: Exbrio Doors (513)770-GOW Inc. (513)619.5688 CaYagry: Exterior Down (513)77040O52 Ina. (513)5194M Calpay: Exterior Doom (941)486-0100 98M 315-2590 96&quot;x8O&quot; NON -REINFORCED SubCWgory: Section] Exterior Door Aaaemb5ea nNneterfislo®cbpoy.dam auSCals"; Sectional Exterior Dom Assombfts aubCdWW."" Exterior Door Aaanbles dmarkiiiippfakMphleaoom 3 SERIES 420 ALUMINUM EGO REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 12/31/2020 No Yes No WA Comte IA~. CertlAallon Mark or LhWg ComplWwe Method: CaliMCation Mad or L(Mtg Cemprlaicall I :Cemfkadon MadwLhkg 145-3/4&quot;x96&quota (7.aIIa1JR2a Prodnete 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No WA FLN527946 Products F1.018271114till Product, XO, XX 96&quot;x96&quot;for lmona Mae aIMwLAlfYfaDSB A—,d for lla b=d !brim Agpewed for use ADeffaved for Use, Immd lowgion 5 SERIES 420ALUMINUMSGD REINFORCED SERIES 420 &quota UM SGD REINFORCED XXX 12/312020 No Yes No NJA &Ka She In HVHZ OuMkb HVHZ Btlman FLtren ffia inHVIAZ 91NWtti)ltiZ BMdtbot FJIOYM AMA produtMOM, Minnow orNara a NVINZ ovighk HVHZ B pm 143&quo;x%&quit; 37 037 Yy6.09 PAN-2F751: SMr, 94, 73, 7B, 15g0, 190, 78, Steel Parr (min. 25 pa.) Slnpb-Car (up ro 9.0'rdde) OS212W28 No Yee No +30 PSFl32 53 053 W6.18 PAW2F16b: 84A, 94, 73, 75, 1500, 190, 4RST, Stasl Pan Cgdm. 259aJ Double -Car (97 to 157 051212028 No Yea No +30 PSf/JO 10 SGD-5670 (Large MWtle knpsU) Vinyl SBdhg Glass Door 04I142021 Yea Yp Yes WA 75V, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 55, 486, WINDCODE&#174; W5 Garage Door Pate 4RSF, SRST, SRSF, 48, 42, 55, 488, 428, S5S, GDBS, wide) WINDCODE&0174; W5 Gall Door PSF 428, 66S. CON, GDSSV, GRSS, GRM, AR6s, ARSSV, OD6SV, GRSS. GR68V, AR68, ARSW, E05S, ED5SV Costs, ED5SV 11 1 mi Florida Department of Business & Professional Regulation Pigs I of I Building Codes and Standards 1/5/Jo18 Product Approval Application Datall RJ1IW417 FL#f7499-RA Products 296 Em mcat go Ill$ DMO Padding 21M Sam k Product Model. Number or Name 11111112 vargi4a m6Mlhlaw Contact EOglem31icense Wisdom By Validated Submitted YffiAaarriarval App@ved ohm 2 185 SH Revhlon 2017 CURRIES Divbbn ofAADG, Imo Dacia Dow UL LLC Ted Berman, PE 11MOM17 ta//J02017 120MM17 Approved Category: Exterior Dons (541) 494-2844 (305) 668-4707 SubCWgory: Exterior Door Components daw.dedlo®aeabloy.ce Compliance Mo#wd: Cerdkffbm Mod or Listing in Fta11&37Ji7 Produots Hale Product Medial. Nurrimbar or Name In HVHZ OubW* HVHZ Rvallefted FtMagR 1 W7, 707, 727, 747, and 847 Single ant Paw of Doom Rush, Gland, anti Louvered $In* and path of 12/31=6 yes Yas Yaw WA hollow mead doom. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 M2 l20/2020 Entlry or Date We "a Pending late TJtgl version Manufacturer Contact Emm�eer & License Validated By Iva] dated Submitted FBC Aborowl Approved status Revision 2017 MI Windows and Doors Brent Springer American Architectural Steven M. Urlch, PE 061042019 OSM42019 06A77/2019 Approved Category: Windows (717) 365-3300 Manufacturers Association (717) 317-8454 Subcategory: Fixed beitlinger@miwd.com Compliance Method: Certification Mark or Listing fLkI5349-R12 Products - duality Assurance Approved for Use Approved - for Use Impact De*]gn Sea # Protluct Model. Number or Name Product Description Camract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No +60/160 Florida Department of Business & Professional Regulation Page 1 or t Building Codes and Standards I/5/m18 Product Approval Application Dotal[ FIRUM 21151111 tmay or ter 21M DWPaasem 21M mm VlWgp IholdlgYiu[ igoYct ED &L;� vetmatesev Y Submitted twAnomml Approed $leis! Revision M77 TMma-Tru Corporation Rick Wright Lyndon F. Sch.1 , P.E. Ryan J. ring, P.E. 1011812017 10/182017 18222017 12/122017 Approved Cote": Extort" Doom (419) 2WIT40 PE43409 (813) 767-6555 BubCabpory: SwIngig Exterior Door Assemblies ddNu®rwbidpoonukts em. Compliance Moamd: Evaluation Report from a am Florida Repleb"M Architact or a Liamseel Hlorkm Prohasional Engineer FLv8404a eroducM 9uLgw-4 Mmole Aponered for thes Aoeroved for lea IMR19 laden lw Prodigies Modal. Numbs«Nana Product Deaerwion congealed: Fxdratlon Der ills; gyg B Premium, 1 a. 8quot.FiberClossic6quot, &quotSmoo ughx&qu *,, SW%S &quotlnrmoddqu of Giggled Fiberglass 12131=1 No Ya Ya MIA &gUOtCWSSICCMUquot Or &quotCk=WMt Sit & Door - 00 towing or Ouswing CaBpuralon Rusdc&quot FLIM31a2.N& Tyre Version lhn faaMw Revision 20/7 James Handle stature Pmduc s, Ind. Category: Pan*] Wage SubCatepory: siding Con*bn Meaeod: Evaluation Report from a Florida Registered Arkddsad or a Lkxmsed Florida Professional Ergkeer a,ma Predigested". Numbeir or Name 2 Hwd*ftnk Lop Skiing Florida Deparldnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 i/62018 Florida Department of Business & Professional Regulation Page 2 03 Florida Department of Business & Professional Regulation Building Codes and Standards 120/2020 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail 1 QUMiry Assurance Aoeroved for Use Aoeroved forUse Impact Deslm Product Description Comract Expiration Pas In HVKZ Outside HVHZ Resistant Pressure 52.72 Firmange Frame IWSG Single Hung 10/082023 No Yes No +601-60 1Yg Item mmuracbm So EaaleaaL.a l.VaO! t VdldandBy Laminated Glass Revision 2017 Clopay auetlmg Products Company Mark Weetedleld Imortsk Testing Sarvka NA Gary PAehW Cat pT. Exterior Doom (613) 7708062 Inc. (513) 512-M SubCatgpory; Sedlonal Exterior Door Assemblies meeesterlbM@dopay.own Comalenna Melted: ContlMMlbn Mad or Lafi g Fta1527a4t1 Products Paps dal II I15/2018 go dais Dab PenciM 21M Valltlithad a,ldamrd lellICAparldval Apexrovad ohm lim=17 08/102017 12/06120t7 Approval AvoramedforUa Aseproved.for Use Issued Deal, Ant P1MhM1 In HIM 0I11" HVHZ J Pnamm as 086 VE-09 PAW2FIft 73, 75, 84A, 94, 42, 48, 428, 4011, Sorel Pan (min. 25 ga.) Single -Car (up to 910' wide) 0521=8 No Yea No 38 PSF/-42 4RST, SRST, Goss. GR5S, ARSE, ED6S WINDC.ODEW74; We Garage Door Pap Florida Department of Business & Professional Regulation pap. I of I Florida Department of Business & Professional Regulation Pape 1 *], Building Codes and Standards 1/52018 Building Codes and Standards I/5/m,e Product Approval Application Detail Product Approval Application Detail Fri ase3�� 220 Enft w 291 24t Dab Pending gig FLOM-R25 fislla gnft W no Ieh Dab PUKIM 21% Iy&E Vandal conwd Eoaleaaa lJoefted VelMesadav yolkww Sabotaged FWAMmyat Approved ohm Mn Yaolen Issumulacturser En,ka Atbmm V.alldated.®t Ydld" a1 F2CAenmorel Aiggraimed amen Revision Mil PGT IndustrW Dean Runk Mlaml-Dade BCCO-CER MIami-Deft SCCO-VAL 12/202017 IZVM17 122620I7 Approved Revision 2017 PGT Idusbtas Dan Ruad M1un14M eBCCO-CER MIam4Dade BCCO-VAL 12202017 12/062017 12252017 Approved Category: Wadden (941) 4864100 (796) 315-259D Cadeaory: Windows (941) 4BB-0100 (7g8) 315.2590 Subcategory: Fixed dmakilipgtlntluaUbeebm aubCa sguy: Smple Hang druadoMppltMwShF.com CogpOrrce ll -I : Cedaakm Mad w LWmg Complance MWnod Cer, fiatlan Mauls or Lm" Qua fAtl Approved for Use Apstroved for Use, ].end 2i t tLMRWAsMnance Auctioned MiUse Approved for .Ill" !unapt DNIM 8aa9 Produd ModW. ifismalew strategist Product Description 1, HVHZ 0OWd•JBaiZ Beaman *mutt aaat PMAWO—doh Conked Castellon Deds In HIM C�HVZ Bean Patten 9 PW4620 (Lary" Missile Wood) Vinyl Fbad Window 04/301AM Yu Ya Yee WA 7 SH5300 (tense MWft Impact) Vhyl Ssagsa Hung WNtlow 07130I2020 year Yas Yee WA !'3dtdtd� Entity M deg tale Dam p kilts 20 Radial coned E validated ey YandYd agQmlpm PWAen[mfd AMmmtl alien 1Yp! Vaden M,,uf,,klen Flrgshang Zhu Ronald 1. ogaem John Southard, P.E. 082&Wl7 0610812017 08282017 1011012017 Approved Revision 2017 James Hardie Building Products, hx:. (909) 3494M PE-24121 (352) 367-2526 Catagwy: Pant Wake pingeheroxhulidemestrar SuhCatW"rM Skirls dle.am CwnplWwa Matlle h Evid ution Report#ere a Florida Regretsred ArldlBad or a Lionised Florida Professional Engineer BaF�]ffi�PJSduah LYaKy ABan00 Apeenowed go, Uss Aporcead far use Ist" Laden In lIl9S oubwo Bahhn Press m am3 Product Model. ramaer w Mutt ffiop,co mom lap skiing 12/312020 Yes Ya WA WA 2 HamsaPWk Lap Siding Florida Department of Business & Professional Regulation Page I ¢f2 Building Codes and Standards 1=2020 Product Approval Application Detail - F1.hga74H1 Quality Asskaanee Aomoved for Use Arx—ved for Use Imbed Design sgdt jet Description In I re 1Y0 V�den i ,al Alummum Mullion 12131 2020 No Yes Yes NJA Raviefon 2017 PGT thduaW C"teaery. Windows SubCadeloW MWfta ComoWce MWed: CerMcedoo Mark or Lhdg Fla7a14it1 Products sag eModel. Numnigar ff Name 1 Mualon fmAd Doom and Windows Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pape 1 of 1 Iffimle d3,�2i2�d Enter w 211 lem m den 2111111 ggggm Lmhfe[:Liceol: Vakd.lem Validated atuQdfd FWAgarmat Ago®ml aorta one Yemen thmda+ht Pimphang Zhu Ronald 1. Come John 1lotAhard, P.E. DWOM17 08109rM17 0812M17 10/102017 Approved Revision 2D17 Aisloe (909) 349-2027 PE-24121 (352) 367-25" Casey: Pater Wage ptgshon0.xhu®Wnshar auboaspory: SoBge dh.oxxn Cwnposeca Mehod: Evaluation Report tram a Florida Regbtsmd Arddtad w a Licensed Florida PmNabnal Closer Ba!l�tCttltaltle y Apwoved for Use Approyeed forIgt Ist a t onion In HV1Z R 8r Pressing IDst-carteset tap siding 12131*020 Yes Ya WA WA i a. &quot2T&quot; BoIM Florida Deparhnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pega 1 or I I 116=18 E ds, ac no tan PW PendWA go Carded ErwhM &Lba VdleandIN VARdMad submitted FSCApproval Apptm3d Amore Dean Ruark MIBmFDea BCCO-DER MhmFDode SCCO-VAL 12/0502D17 11111162017 12009M17 Approved (941)48&Ot00 (780)316-250 dreadailippBndaMes.00m Qua bAwmogs Approved to, the Anjeromtd.hrlea leaded dealers In HVHZ lip klo HVIC Modern Pam. Atumrtum Mu%ons 0626=1 Ya Yes Ya WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I or1 1/5/J018 Enft or Iah lag lab P"diDs rah Genteel Booltmt#Llcamae Validated By Ydldand atd�Mthd FaSAlmmunl Alm®tad ohm Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/042017 10/032017 101112017 12/12/P017 Approved (330) M-2309 PE-4.3400 (813) 767-6655 mhompeonQ)abkb.00m QUEM eoMoved IN Idea ADwoved for Use lamed !balm Product DMKIIDMD Contract Expiration DOD In Stlltulds Pal m Vain or am Vinyl Sam 12131=0 No Ya No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dotal[ "firr"llue t maw V&Ddnw av Vddddad HIS F�CAbil ll Aenenutl aorta IYea I(Mden Contact Revision 2017 C" Bulldhls Products Company Mark Wateellelo Intsd lk Testing Services NA, Gary Pkwhlw 11292017 08/102017 12A6/2017 Approved Cdogmy: Exterior Doom (513) 7706082 Inc. (513) 519-WW SubCabowy: Sectional Exterior Door Assenblin--*MewaI*poy.com Commissaries, Method: Cwfflk n Mad or Listing gisfillsAnteginat A—ammeell for Apecavisci.hslhl hum Design aa&a inHVZ o4WwtHVHZ Baistim Pressure, 102 102 MIS PAN-21e153: 73, 76, 84A, 94, 42, 48. 42S, 485, Steel Pon (min. 25 ga.) Double -Car (97 to 162* 06212m No Yaw No +37 PSF141 4RST, SRST, Goss, GRS8. ARSS, Costs vide) WINDCODEBa174; WS Geroge Dom PSF H,t1e1e2Be S81g Ike! Vlden vAnufmarw Revision W17 James Hardie Bullomg Products, too Cassel Pahl Waft Subcategory: Siding ComOMW al*]had:Evaluation Rasortimma Florida Reghtaad Arch— or a Licensed F'Iorids Prohmseg al Engineer nag Product Model. Number w Nan I CernpsaNr Lap Sitlkg Fltl81124B2 29111 mm Yemen Revision 2017 Alskle Category: Panel Well SubCal sgory: Solib Compliance Ill a , : Evaluation Report from a Florida Regletel Architect or a Ucn Fkxkb Professional E"I ew aaaa 2 b, &guatANWce T4&quot Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I or I IWWIa EDMII.M 2 t Iah FL&FanlBm 21M gogyMt Eris &Lis Vaktetsd By ViBdesed SUbMagd F8Q Approval Approved aitm Phosheng Zhu Romeld 1. Otews John Southard, P.E 08252017 OSA* 2017 0/1282017 10/10=17 Approved (909) 34t,2827 PE-Z4121 (352) 367.2526 pinlgs".hu@temahar tlle.com 91iletAr Agnoved for Use A I.gm 2&ft PrgdMc1osw;r1%AIgolellYlf 18ltlZ Nueva iWr-cement lap siding 121312020 year Yes MIA WA Florida Department of Business & Professional Regulation Page I a+ Building Codes and Standards 1/62ots Product Approval Application Detail law or Ieh 21M ow Perldirms 21 t Sdamd EDdonciLlsmae VesOated81 YAM" Submitted PWAencall AgMMad ohm Nick Thompson Lyndon F. Schmlot P.E. Ryan J. King, P.E. 10/012017 101032017 10/112017 12tl22017 Approved (330)922.2369 PE-43409 (813)707.0565 MhompsmrQatside.con AmrwalMtao Approved for uses hmlpd DGWM Prodel Daeeripaon Cwdaet E>nbatlme Dos In HIM ORNIO BaamW Premium Veht or Solid Vinyl 3oat 12/312020 No Yn No WA co all CDL V O �eLJ see V O L� U O L V °- V m cw G Z Z Q J Cl- SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation P.IjO r 0 Building Codes and Standards I2o2020 Product Approval Application Detail 299.4 Entity or 2" Didg Date Pencilm 2e Type Version Manufacturer Cordact Enpinser & License Validated By Validated SUt,,Iltd FBC Aooroval Approved Status Revision 2017 GAF Michael SHeh Robert Nieminen John W. Knezevlch, PE 12/112019 12/112019 12/182019 ding FRC Appn Category: Roofing (800) 766-3411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles msfeh@gaf coon Coon (lance Method: Evaluation Re ort from a D P Florida Registered Architect or a Licensed Florida Professional m En9ean Will Products Sep # Product Model. Number or Name Quality Assurance Product Description contract Ex,fin on Date Approved for Use Approved for Use ..Impact Deslon In HVHZ. Outside HVHZ Resistant Pressure I GAF Asphalt Rcof Shingles Fiberglass reinforced 3-tab, laminated, Stab and 12/162022 No Yes N/A N/A hipAidg. asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail &sot Endty or Lom rimlga 1 E■meualMaaee VaNdided av Revision 2017 L.V. Thompson, lore dbe Thompson Artlabctural Tony Christman Zachary R. Prod Locke Bowden Me" Compmy (TAMCO) (8I3) 24834W PE-74021 (334) 300.1300 category: Roofing tony®gometalroollng.cum BubCobpory: Roofing Accessories that are an Integral Pad of the Roofing System Compliance Method: Evaluation Report from a Florida R99WWW Architect or a Licensed Florida ProweslonW Ergkaar FLSIM94t2 Produces Pop l orl 11 I/6n018 Ra !Zm Dlla trim 21 K Ydd d 8filaNind IBA■ravY Aaarm&d Stan& 10/10=7 10/10=17 101172017 121122017 Approved Also— Approved for Use Ancrovoci for Lim kmamt Dow asaft Product Model. Number ar Name Product Domcdoikm Qn, InNVHZ Outside, NVNZ Bad" Pleasure 3 TAMKO Off -Ridge, Roof Vent with Basis 26 ga. sWic roof varied. with Imbgmbd basis 091=026 Yes Yes WA WA d .. Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1012020 Product Approval Application Detail Cade Emit_r or Data Date Date Perudind gate Type Version Manufacturer Contact Enaineer & License Validated Or Valldffied submitted FBC Approval Aourn stah. ReVaion 2017 Sorel Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Welker 10/182017 10/062017 10212017 Approved Category: Roofing (801) 380-6091 Berri... LLC. (205) 85"160 Subcategory: Roofing Tiles RobinAnderson@borei.co Compllance Method: Evaluation Report from a in FLd7949411'Pra Product EValuatlon Entity Products 1� Ouallty Assurartce Approved for Use Aoorowd for Use Ion_ Desimn Seo it Product Modal. Number or Name Product Descrlotlon Contract Ezolmm tiDale Ip,� HVHZ Reslata Resistant Prasu r,. ony at Fronle• Knut., CA I 2J3112OZo 76- Yes NIA N/A 17 Saxony 900 - Country Slate, Hartford Slate, Shake, State, Flat Profile - Stockton, CA 12/312020 No Yes N/A N/A Split Old English Thatch 18 Saxony 900-Cwntry Slate,Shake&amp; Slate Flat Proflie- Henderson, NV 12/312020 No Yes N/A N/A 19 Saxony 900 - Country SIe1e, Shake, Slate &amp;:Split Flat Profile - Lake Wales, FL 12f312020 No Yes N/A N/A Shake 20 Saxony 900 - Shake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A N/A 27 a 900 Medium Profile- Denver 1 esNIA N/A 28 mile 900 Medium Profile - Lake Wales, FL 12/312020 No Yes NIA N/A PJ 296 ma version mmursaww Revlsbn 2017 nW Budding Components Group Ina ltebpoy: sNUWral Componmb Subcategory: Truss Plots Compllanao Method: Evaluation Repot from a Product Evaluation EM141 PM9194t6 Products slat 2 niN SMAllo ns Hinge Piste FLMS74t6 LIM ion! Vmlga tlrsullockML Revision 2017 Mrrok Induddes, Ina Category: structural Component BubColegry: Tones Plow■ Compliance Method: Evalustm Report from a Product EVNustm Entity FLa21tt4U Products feat! Product Model. Number or None 2 Mil 18 $leVh CdtKil Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datali Pole 1111 II II&WI. Entlb or Do gm Deb P& il■ 20 Contest Emkmw & License Validated BY Yelldfad anginal FOC A9u98ffi A� afa6a 166/ad Lewis ICC Evaluation Service, LLC VOI&M M. Ranieri, PE 091192017 091072017 O 212017 Approved (847) 9IM473 (407) 681.1917 stervis®Nglnekw.am Qt"WAml ADDrovedfor .that A22mmugLum Model Damian Product Dmcrlodm Concrete ficalredon Dabs 1, gym Outside HVHZ amino 1'Vauum K4 WConnector Plow 120312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Poe I of I Building Codes and Standards 11=18 Product Approval Application Detail Eaft or 20 gals. Data Pwndka 20 E■ramor.a.License Validated IN YaWetd allhmod PBCA Mt Aoa@Yd aka& Dodd Ilford ICC Evaluation Service, LLC ICC Evaluation service, 1 WI22017 101192017 1012220/7 Approved (314)861.7480 LLC. dwertQmtl.com (205) 59BABDO G&St1LAW Aaamad.brUm Applynd .for Use Issaid Dooks, Pitcontract ExpkwomDjo ID tdJlZ oataMo mm goohftm PPS I go. tun connector pulls 0110I2023 Yes Yes WA WA Florida Department of Business &Professional Regulation Page 22of2 i Building Codes and Standards 1202020 Product Approval Application Detail Code Entity or $trig Pole Dore romm— �tg LM Version Manufacturer Contact Engineer&Llcares Validated By Validated Submitted FBC Amroval Approved $talus Editorial 2017 Weyemaeuser Rob Baldwin iCC Evaluation SeMce, LLC tan Lehrer, P.E. 04/01/2019 0322/2019 04/082019 Approved Change Category: Structural Components (253) 924-6476 (608) 839-3288 Subcategory: Engineered Lumber Robert.Beldwin@weyerha Compliance reamod: E-I..ron Report from a eosar.com Preducts Product Evaluation Entity FLilifil RAg QuditvAssurance - Approved for Use Approved for Use Impact D,g3(W Sea # Product Model, Number or Name Product Descripton Cbmract Expiration Date In IMiZ Outside HVHZ Resisant Pressure 1 Microlem LVL Laminated Veneer Lumber 03/312021 No Yes N/A WA 2 ParaNem PSL Parallel Strand Lumber 03/312021 No Yes N/A N/A 3 Tim orStrand LSL Laminated Strand. Lumber 031312021 No Yes NIA N/A 4 TJ Rim Board Stmctural Composit. Lumber or Oriented Strand 03/312021 No Yes NIA N/A board Rim Board 5 Weyerhaeuser Rim Bard Oriented Strand Board Rim Board 031312021 No Yes NIA N/A Florida Department of Business & Professional Regulation page 1 of 1 Building Codes and Standards 1120/2020 Product Approval Application Detail Code Eruuv or [We Data Data Pan&- DMe lPVersion Manufacturer Contact Engineer & License submitted FBC Anval Ap2r4Y49 s`IalSIi. Revision 2017 TAMKO Building Products, Inc.. Kenn Eden Zachary R. Priest Locke Bogdan P.E. 10/192017 10/052017 10202017 12/122017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 Subcategory: Underiayments kerrl eden@tamko.com Compliance Method: Evaluation Report from a Florida Re9 huemd Architect or a Licensed Florida Professional Engineer Quialty Assurramoo Approved for Use Aooroved for Use Impact eesig Sep# Product Model. Number or Name Product Description Contract Emlydipn Date in UDJK Qutside HVNZ Resistant Pressure 6 No.15UL Asphalt saturated organic felt 1011812021 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Poe I of I Building Codes and Standards +onole Product Approval Application Detail 220 Enm a Ia to Deft PemmM Io Mom Version aliffidanuat 3ossims E■IBaet4tllgeDae Vast Yaldaed Submitted M Approval Aaamyd awn Revision 2017 L.V. Thompson, kra disc Thompson Architectural Tony Chrbtnm Zachary R Priest Locke Bowden 1011=017 1010/2017 10/172017 12112MO17 Approved Metals Company (TAMCO) (813) 2483466 PE•74021 (334) 300.1000 Category: Roofing EonYagomMakoo6ng.can BuhCalpay: Roofing Accessories that are an kde9re1 Pod of Me Rooting System compliance III I , : Evaluation Report from a Florida Registered Architect or a Llcaneed Florida Professional Engkroer QuaEtcAejammur Approve for Approval for Lke joint Design anal Product Allindat. Number a Name Product Dmarlialikon 22awsubokvbn2o In HVNZ ouiamsmiZg Iklhtm P� 4 TAMCO Round Top D11460 a Ventwith Solt for Tao 26 go. static roof vmtator with bath 091OW2028 Yes Yes WA WA Florida Department of Business & Professional Regulation Page I or 1 Building Codes and Standards ICOMM Product Approval Application Detail 92a Entitv or Data Date Data Pmdinp Data Tv- Version Manufacturer Contact Engneer & License Validated By VNltlded submitted FBC Aroorowl Approved Status Revislon 2017 Global Protection Products, LLC, Tim Robinson Walter A. Tillit Jr., P.E. John W. Knene ich, PE 09/06M17 OS/312017 09/112017 12/122017 Appraaad Category: Shutters (954)689-7546 PE-44167 (954)772.6224 Subcategory: Storm Panels tlm.robinson@gppeetcom Compilance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approvedfar Use Aoowd for use Impact Design $eo # Product Model. Number or Name Product Doscrlpllen Contract Expiration Dale In HVNZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12I312020 Yes Yes Yes WA or not by tracks to provide hurricane protect 17,i114!!$i Ixas version manufacturer Ravbion 2017 rrW Building Componvb Group Inc. CMpay: stud" Conporanb aubCategicel Trues Plain Comprises Madmil: Evaluation Repot from a Product Evaluation ED* FL#i9N4t$ Products aeaft ProductMKW. Number or Name 3 ITW BCG/Aigka Trubx FLttte74M 7fMs Version lfamdlnuis RevNbn 2017 Mrrok Industries, Inc, Canopy: structural Components subcategory: Tnw Plates CompOnn Meted: Evaluation Reportfran s Product Evobatiom Entity Fta/2197.116 Prodrreda Product Model. Manor or lima 3 Miriam L SaKI# Product Model. Number or Name 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Loft M 20 20 DOW Posaw 20 gs� Eoo�cILL Veudated®d Velddd aflt■lNd PBQAaomsel Aaaf3ll4d AMM Stuart Lewis IOC EwWatbn service, LLC NAeam M. Ranieri, PE OW192017 02072017 OW212017 Approved (647) 9/86473 (407) 661-1917 atewlollialpinekw.am amwmLAafgsm A Nu Approved for Use IMRAd Damian Product Daefludw 99okuLeadmawift In HVHZ Outside RVHZ mmYMk Plassure Metal Connector PINS 121312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Poe 1 or I Building Codes and Standards 1r5410111 Product Approval Application Detail cams 12111s 2im Dow pending 20t Contact Encillmor & LJ,— Validated by Yald" BatadYkd PW A■ 1 A■@Yd aka& David Wart MCC Evaluation Service, LLC ICC Evaluation service, 101192017 1 W1 W2017 10222017 Approved (314) Wl-7480 uc. dwerl®mll.com (205) 599. M QUIM A Aaamllffi.Uae Aaa®ditg U e limped Donlon Product ODWADdon Contract Expiration Dote In HIM outome HM Ikshlm Preelfirm 18 go, high strength tws connector pate 011011=3 Yes Yee WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Bpi 990 E1dBLai LM Vml■ M old Sakaol En .aLicense Validated By Revision 2017 L.V. Thompson, Ina dbe Thompson Arombctural Tory Christman Zachary R. Pnest Ladro 9owden Maws Company (TAMCO) (813) 2483458 PE-74021 (334) 300.1800 Category: Roofing tonyaga etahooMg.corn arroD■organ: Roalkr9 Accessories that are an Integral Roofing byaterrl Part of the Campers Maenad: Evaluation Report from a Florida Registered Architect or a Llansed Florida Professional Engineer FLOIM84tg Produces Pape 1 off lawis no 20 DMBPfW1m to Valkhod aflemtlOd FWAoarmtM A■—nid aka& 1a10=17 10MOM17 10/17=7 12/122017 Approved ggwkA" Mod Aaarantl for ties ApMm(dfor ties Issued !Zed■ alas Product model. Number or No% Product dos Contrast, E In1114+2 outside tiVtli gnktRm proom t TAMKO Fist Top Olr43idge Verdwth Babb 16r71le 26 ga. sfoW roof wntWor with batfie o91ogrAn Yes Yes WA WA FLMIOMI Code mm VeW- lkmdbcbm Ravel 2D17 Florida MeW Produdb Inc. Category: Roofing aubCotegary: Roofing Accessories that are an Integral Part of the Roofing System Coop#—Meauad: Evaluation Report fro,1 ■ Florida Registered Arddect or a Licensed Florid. FL92IM4t Professional Engineer Pmd,mb ANA Product Model. Kun*w or Mom 3 3 - FLAMOO aduottRV 10 Ridge Vomagsot Florida Department of Business & Professional Regulation Popp I of I Building Codes and Standards 1152018 Product Approval Application Detail E"ft or Rat 20 Don coalition 291 Sam ECotoecalfmss vata.daa ev YaIWOAd Elided FOO Aparaval Aaa[md atom& Clark Jones Jamss L Bucker, P.E.Q Michael John RWW, 1026=17 101052017 10272017 121122017 Approved (904) 7836400 CSUCK Engineering P.E. dnl■6emco.cam PE-31242 (561)414.7557 Qu,ftAssmea Aagentlfor Use A■rmldfor U, began Ipaw= Productdplm rtookldzmwmbaDm In NVINZ outside, I1v21E Resistant p� Aluminum Ridge Veins for patched molt bbrloated 12/31/= No Yes No WA from OJOW Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail F1a16919.R2 -920 E9tl9Lor mm Y!W■ jimadminat contact EOaWlL.�.I.1f80!! Validated .III, t Revision 2017 L.V. Thompson, Inc, door Thompson Architectural Tory Chdo mam Zachary R. PdeN Locke Bowden Meteis Company (TAMCO) (813) 2483468 PE-74021 (334) 900-1600 coug": Roofing twy®gomowirooarp.am &WCaMpay: Roofing Accessories that sm an Impel Pad of Its Rooting System Canpiloma Modwt- Ewluetion Report from a Plodder red Architect or a Licensed Florida Rol Ee Professional Engineer PL*IM$4t2 Products pop 1Of1 immia 2k 291 DOA Position 21M Yaldasd tAmaroved aka& 101102017 10/1012017 101172017 12I22017 Approved liusBScAWaeom AMA PreductMociel.Number atName ProdumPmdotlgn IlflvHZ oulamagm PASIMat Pressure 2 TAMCO Gooseneck Vent 26 ga. ORAIl 028 No Yea WA +0/-52.6 Florida Department of Business & Professional Regulation Page 1 of i Building Codes and Standards 102019 Product Approval Application Detail Code Entltvor Date Data. Date Pending Date lypg Version manufacturer Contact Engneer&License Validated By Validated gultmlted FBCAoorovd Approves Status Revision 2017 Lornanp, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 04MI2018 12/182017 04/152018 06/122018 Appr"d Category: Roofing (501)982-6511 PE-31242 (717)317-6454 Subcategory: Roofing Accessories that are an acert.r@iomar-oom Integral Part ofthe Roofing system Compliance Method: Eraluatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .. - ~ � u v Quaity Assurance -Aooroved for Use e - &Moved for Use Impact D6sIm Seo N Product Model. Number., No" Product Description Contract Expiration Date In Will Outside HVHZ Resistant Pressure 1 Dack-Air1° DA-4 Low Prose, Polypropylene Plastic, Roe( Vent 07/102021 No Yes NO +97.5F97.5 Mechanically Attached to Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I oft 1202020 Coda Entity or Dgtt DBE Data Pmdlna Data ELl1lPl-lit4 22111111111 Sypg Version Manufacturer Contact Enolnear & License Validated By Validated Submitted FSC Avorayal Approved arm- Irae Ymma migodamim Revision 2017 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Troy. Bishop, P.E. 10/1812018 10M 82018 10232A18 12/112018 Approved 1evision 2017 n1N Building Components Group Ina. Category: Shut— (561) 712-9882 PE-0046549 (954) 947-0680 Cetegorr. Structural Components Subcategory: Storm Panels mlkeb@ellemericanshutte lianco, Tope Piet" Compliance Method: Evalustion Report from a rs.com CneplbnceutionE Evaluation Report from tom Florida Registered Architect or a Licensed Florida Product Evolution E1atty Professional Engineer _ Pli1904%prodl&k - Quality Assurance Approved for Use Aboroved for Use Impact t Rol sag Product YaeW MurYww Lime gee # Product Modal. Nuamer or Name Product Descdpllon Contract Expiration, Date In HVF¢ Outside HVHZ Resistant Pressure I rTW BCSIApoa Higher Strength (H &amp; a) 1 24ga Galvanized Steel Storm Panels 249. Galvanized Steel Storm Panels 12/31/2020 Yes Yes Yes N/A 226 mm versom l Revision 2017 nLN Building Comporank Group Na Category: Skucturel Component. Subcaegory: Teat Pbtes Compliance, Method: Evaluation Report from a Product Evaluation EMity FL#199$,M Produces no Product Mode. Number or Nome 4 IT+N SCGIAgbs wow FLe21074t6 Revision 2017 MITok industries, Inc. Qewgcry: souotral CarnlponeMe subcategory: Thee PWae Compliance Method: Evaluation Report from a Product Evetuaton Entry F1a2197416 Pradlreb affiE Product Made. Mnmhbsr or Noma 4 Nim Florida Department of Business & Professional Regulation Poe 1 or 1 Building Codes and Standards varm+e Product Approval Application Detail Fu2ta7.rM BrAy or ROE 29t Dab Paean RBa -Cga Contact Engineerllcense VNfd b day Yslitlatffi arllashat FQQAscrmMl Aaa®Md am" True VeMka Mismullocturar Stuart Lewis ICC Evaluation service, LLC V1Mam M. Ranted, PE =19=17 O9N72017 OW212017 Approved Revision 2017 Wrok Industries, no, (847) 9186473 (407) 881-1917 Calail : Structural Components slowlaQabinekw.00m subcategory: Trusts Pistes compliance Method: Evaluation Report from a Product Evaluation Entity FLa21974M Preclude Qdeebr Aesursms eta uq ARRmn Mar hiRld 20M Product Owdedon contract Expkasm Dde In W*M OubWo HVHZ p�bbm EMS= AMA Product Kww Metal Conrwcw Plate 12J312022 Yes Yee WA WA 1 MISSHS ammkodbwm Florida Department of Business & Professional Regulation pore I of I Building Codes and Standards +mania Product Approval Application Detail R,A& or Rall Rde Dab PURIM Rdt Contact E-b—AUce— yeado lit a. ywwdd automated PBD.ADDrOwl Aaa®ad aka& David Wet ICC Evaluation Service, LLC ICC EvabNbn service, 10/19=17 10/19=17 IQ'2MI7 Approved (314)851.7460 LLC. dammilmi.com (205) 599"l AaStmedfor Use Approved forum brawd ROM Product Desedeten kilt' NE oubwlkHVHZ Room m Piamm 20 go. Naas amischr plow oltolm23 Yes Yes WA WA Florida Departnent of Business & Professional Regulation Pop I of 1 Building Codes and Standards 152018 Product Approval Application Detail 8i1771-116 grit Erditta Qek 121M lam■ no mm Vain- modamal Smut Etlako a.LM— VNIN m ev MOM aWmtlYd F=A-r-al Aaarov7d AMR Revision 2017 Comnumest Gonopo Producte,lna Robert GANS THUY H. HUYNH John Hoy 1&1412D17 10/13=17 10211=17 121122017 Approved category: Sbuctival Components (813) 859-3707 PE460122 (352) 588-5311 aubCNsgmy: Products Introduced as a Result of preoestpwrckphso c New Technology ComglMa Motmd: Evaluation Report from a Florida Reglabred Amhlbo or a Llamed Florida Prowsanonal Engineer Product "774412 Approved .for Use Approved .for U" W21d Dhaka somaNumber or Nam Product Due wtmu outside HlvHZ Resistive 1 Ouepty Preast or Commercial Concrete Producer Proust and Prestressed Concrete LMbis 05&VM4 No Yes WA WA Will 220 M= Version 11MIdagaeu Rav olon ton M l Industries, he. Cetogory: structural Components aubC*ib": Teas Phis Compliance Method: Evaluation Report from a Product Evakreson E.* FL0219741a Prpdrrda agaj ProduelaetlN. Numlwwmarne 5 114712" Florida Department of Business & Professional Regulation Poe I of I Building Codes and Standards Irwmla Product Approval Application Detail Endfir.V1 Pak 20 Dab Pontiac M Carried E-lm &Lk se YWWMd.mt mdd&d alb f@aAQ Aagrmad Ali" Shad Lewb ICC Evaluation Service, LLC YOUm M. Ranieri, PE 001192017 ONON2017 0921/2017 Approved (047) 9184473 (407) 661-1917 slewbeal7inakw.corn groat (Bum Asa Ano—odlgr U" Immat ➢d■ ProdwLDaNdegm in ilytii Outside mmE gmof Pl!!M■ Mom Connsew Piste imi2m Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps 1 or I ldi mia Emil& ow Rsk 291 DWPadding ill 2ROM9 southeast al.Fraoea Validated 81 Val6m aahomd FBQ AanrmMl Aagomtl aYdut David Wert 100 EValuatlon service, LLC ICC Evaluation service, 10119=17 10m9/2017 IQW2017 Approved (314) 851-74W I.I.C. dwert®mill (206) 599.980o gmwkA20mm Aporcond fair ties Anoruvm for UW lam& gift Product Description Contract Exohmftn Door In oubwHm R Premium 18 ga. super high stbngm Nos connector pate 011012023 Yes Yes WA WA Florida Department of Business & Professional Regulation Pop 1 of I Building Codes and Standards 115=18 Product Approval Application Detail Entlb er 992 Rik Date Paddies 20 caawd FaamrLalIC— validated By Validated arftlmlad Pffir Agarsl&l A,,rmd AM M David Wed ICC Evaluation Service, LLC ICC Evaluation Service, IBM W O17 10119IM17 10/22,2D17 Approved (314) 851.7480 LLC. dwertemil.com (205) ikap"00 gwd%Amum Awn Approved for Use h=m d IMd■ Product Dowdoftn Contact Euminlen Dab In NVHi goomm ELm1¢! 20 ga. high strength Liss connector piste 011012023 Yes Yes WA N/A N N to }a U N 0 CL Q. O O U , O _� CU '�_ V! O O O W 2 O LL W CD CL r i 0 ._ /'/�^ vJ Q Cn in e� O CU U in U) 0 ♦^�1 W (1) O L— CL � Q C/) U O L V V! V m cW C Q Z z Q ^J LL SHEET N-'. PA 1,2. r rA D r