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Home My WebLink About2821 Lytton Hall Dr3 v J m rn L: C aD 2 0 CD 0 00 I N m 0 J cc 0 00 I N a v i 3 I— Q 0 �q N L_ v C J W LZ 0 U i R .o i 0 U J a� LZ N N 0 0 0 0 a rn N .o Y 0 ,o cn ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDAtlii ZDING "'ODE. REVIEW DATE � NATIONAL ELEC I s= iC t ,DE,CITY OF, - AND THE CITYOF,_,-�r'nYRHILLS ORDINANCES PLAN EXA INER o ❑COFFCMU ❑ ❑ ❑ ❑ ❑ FE7:1IDE] 0 Ell FD7 M 117 17 117 1 D FE F1 7 ❑ El❑ ❑ ❑ p ❑ EllDB 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 ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling Concrete Masonry Unit or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.G. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.KNVaII Knee Sp KS or K.. Knee Space LAUN or Laun. Laundry LF o L.F.L Lavatory LF or L. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MIN or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh, Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ or q SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOM or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWI: Welded Wire Fabric (Mesh) 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 PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN `a 12-8-15 2.0 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to 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 DesignerEngineercire 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. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR T R EVESTA 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. 1 791 i 0 cli - � o .o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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. Nf 21 �H / y p 8 D o�p N # �♦9 tmJ a N 1 y tii Lo in DLL J* - a �i �i Z QjM M M U_LL J o W N a UJ a Z O m c o p W m o °° Wo"mc-_Y v5 cp � ¢ a Z 00 CV N Cl) Z < O CA z °U Cj j oC7D W o z z o a a N MAN N z C� o a--+ N O w �o t7M U 6 11 w � � J E L U = U 'o N Q N 0 ■ sm o Cl) co N zo Z Z¢ zo oo }o a� 101C QE o Lu?® z oa CK) 6 - XO p¢ 00U o 0 ZN O E N a s ao ¢ a Z ¢w W. L '� (Q p r U wJm O s, Z J < Q W U) F oa Z Z Z go Q U w a NW oza �co w� �3 aO Mill coo r zl¢ O ~ U N J ^L` rn 12 W \ '— co N , (/� �/ V 0 O a. m V O J' ■� r O T r= N N M r m T N ii T— o Z Z E N T 2 tl E o U J m Q0 c a�i J JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. C S 00 O 00 A H.B. 7O 25-SH _I --------R&S- --- 4-SH ° EGRESS OACPAD -1-- Mi' BEDROOM 2 " FLAT M O W. 1. C • I 8 -OCARPET LG. 117777 00 V-0" FLAT CLG. T M10C CARPET A n0 00 ih ;, ---------------- 2668 ,- ' R&S I TIL 2668 -- A ! U) w N w � ff 4068 B.F. N �O FIBERGLASS =,N 8'-34 " T-8 4 SURR OUND it7 OUND 60" X 36" SHOWER _ _ _ N o------- R&S ----- ce) A S3 TYP @ 1 STORY I 16" DEEP --- O O --- _� PANTRY 8. 011 OWNER'S �� T CLG. - RAG ! I - - � 1 SUITE I co N I N ! im 8'-0" FLAT CLG. ! i9'-4' FLAT QLG. 0 o CARPET s I s o r=^ I 2' 6,_ ' 2- - OA VJ - N (4) 2x4 #2 SYP G 1LO 004 -r ! INK DIS t� STUDS W/USP O S3 I I I HTT4@ BASE I 1 I D.W.00 100 law- - -� o N I loxr --- ---- -- �� iN M 5'-0" 15 G HLAN S N S3 BOX @ 36" A.F.F. -� 9'-0" I T-8" 2'-8" 4'-3" 6'-10" 3-7" I i I rzo 2.12 SLQPF. CEILING E C6 I I I 10 O 0 �------------------------------------------ CD PATIO // ' T FAMILY ROOM M / 4'-0" VAULT. CLG. CAFE / CARPET VAULT. CLG. / l 30'-0" CARPET 41. / N / a OZ -I- U) NW NUJ NU S3 35-SH O 16' 59'.4" O 25-SH EGRESS I I BEDROOM 3 8'-0" FLAT CLG. CARPET 0'-4" HALL 9'4' FLAT CLG. ftiroffil o A FIBERGLASS 1 � I, I' I SURROUND �1i�1 •' ' � -i�I 2.3 11'-101, N IT-O" ^Irk° O 4'-1 1'-3" 8'-0" ^co 2668 N K 2-CAR GAR 8'-0" FLAT CLG. - - EDGE OF SLAB 2" - BEYOND WALL DRYER VENT THRU ROOF 068 I B 40I 0o I cn = BEDROOM 4 I (rM O 8 -0 FLAT CLG. I w CARPET -, -,,, 14 20'-9" ENTRY 8'-0" FLAT CLG. 111 4068 B.F. III R&S 15'-0" A 00 in 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/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI e(2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38j 18�X37Jq S.H. 14 20 X 50 j 184X 50 S.H. 15 20X63 184X62i S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 11-13 27 1/4 X 38 j 26 x 371 S.H. 11-14 274X50i 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27}X72 26X711/2 S.H. 22 37 J X 26 36 7' X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 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 4Arich-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 ) +26.6 / -32.2 OG SEE SIN SHEET Ku 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLUOR PLAN ELEV B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) r ,�t�ttti�rly� N �. F✓ •_ - /flE`A��a To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 8 00 N m co �t N # ® N m W W 7u7- J. W 0) Cn h V LL J a MM Qej W mLLi- ° a 4'J Z a- -- m c- 0(2 y N r m o 0 �O �N (fl m J � m i W r° °' °' J ❑ a •Z 00 N Z d ❑ M U W cv Q N O Z dp Co � o � E3 to - N z OC1M (D_� 4-J ruQ) �,; w ® U ro O �N c g = U) wis f6 F- N ~- t 8 i ) N N to s o 0 ch cog i a z z �J LL Q E E ® rc w� ? >N Z N oa F- C x 0 a� 0 OU 0< O N H N ¢z 0 o ¢❑ �z -� s < Y U m0 o z Z H z fol N -' < Q �Z o 2 -z U o o� =k Z w >O o v Q °3 �N 0 = L / 0 .- N Z C U O r 70 rn d? J � LO r I N N M r E ca r N T- �; T o z z O 2 T7 M a E U w Q p c JOB -NO: 20-8068 SCALE : AS NOTED SHEET NO. 1 3 r� L tY C v _ 0 J . co CD 00 O ih KITCHEN ISLAND HOOD O a o RANGE VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / N_w L.L > / MEDICINE CABINET o0 UL I'- O> Oj O co ct NiM M KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER O N FIN. FLR. 0 0 (V 0 Cl)LLJU 0 CV OPT.CV REF. 0 KITCHEN MIRROR O n 0 00 O M OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. ` TOWEL BAR aW ON BATHROOM WALL SHWR. o VALVES w o 00 = r C° SOAP - C.0 00 o DISH v ire r O d ' r M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 1 MIRROR 0 O n 0 0 0 O co BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS- 0 COUNTER TOP 30 H BASE 0 00 U_ U-) { L C° O 2x U? `* 0? FRAMING `— F- FM CO 1 /2" GYP co BOARD — FIN. FLR. _ 2x P.T. SHELVING CABINETS - ISLAND COUNTER 0 00 o °0 r O T CV N FIN. FLR. 1 Lj I CABINET BLOCKING BLOCKING AND MOUNTING DETAILS.I SCALE: 1,2-,-0 I t '0',( Q 1..' A �i C .''•9• F L jr i ••s� OFESStiO" 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. ANOL I- Q_ E pippp O ® J J it M W �r �g LL U.a M e6 cN W LU LLLL a a 0 CLL JLU 2� Woo Z cA a O N LL N M U z Q OU 000 W N M O � Z W z O d Q v J d U) inn, N M z a 0 o W ! 4-1 (10 Vi yy, C ° U O,.0 N g � w. W L U U -0 c� m ` m o M �¢ w z M o Q LJL 8 Oa t— Xo U 0OU 0 C N R ~ z �o Q az ¢w W L . (a U j C � Z 0Y .m � m O OLL >z J a' zz 0) `` 3 Q oa go a N0 o �_ <� =3 ;o U z�¢ a 3 �N .o = `' J cc ■cc ' 0 M LL N > T C U L 0 m {rim _ � C T O 0 T o Lo T �■ N _ N M 00 r cc N o z E O2 ,- E o U J a m Q p a)a J JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. 2 � I !II 11-_—T, _I AS 0 Z. 00 N m O J 00 CO 00 0 N a E Cn 0 E 0 v C N i ac'i ti Z U v (+1") 6" SMOOTH TEXTURED BAND T.O.M. — _ — HDR HGT. F. FL. FRONT ELEVATION - B1 28'-0" RIDGE VENT 12 5� 2,-�„ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) -------- - ---------- SCALE: 1 /4"= V-0" 11 --- T.O.M. HDR HGT. 2'-6" TEXTURED _ CEMENTICIOUS r FINISH ON C.M.U. co co (TYP.) �p ----------------------------- 1J-----F LEFT ELEVATION - 131 : 1 /4"=1' General Notes ROOF CRITERIA: 0 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. ��S• .'. FLOC �s 40 •....•• �d�p5 t61711 `t'��, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tlf MAMQ pE co rrp`p°p O CJ N # 0W J w n C) LL # Ln '� T ) J W r LL J r1 LL e j _J M WLLJ LL LL a s Z CL J � O mqv ° s�� m m 7 LO N 6] W U)�pjO' J p a Z00 N Z 0 h coQ N (a,) J o� ❑❑❑ W z N M O z (D z o a. N ca o z01 Q) lL Cn tJJ � 0 a V �pp 0 ' v'N'^ � LLJ p w C W N ~ t U I I Q to, N 0 14 t• O M y w Z 2 � E as r2 0 w0 z0 oa co _ OE aQ i 00 0 0Q az Nw00 ¢ Z w L c _ C o z Y g m o Z Z 6% J m a" Q W Zz Cn Cn Q oa LL 50 a mw o� �3 00 }0 0 0� z¢ o U �N 0 = ` >� J L m N `J Co 0 > T QC\ p O W m 2 .� � r O T Lo T CD I N h N- M TT E T_ N ` a z Z 0 N f cc c a U Q p c JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. 3.1 N L 7 Ra ti T.O.M. 0 i a c 0 0 0 J N LZ O O rn N `L r/) O 12 5� T.O.M. HDR HGT. C)TEXTURED r - CEMENTICIOUS °O °� FINISH ON C.M.U. m (TYP.) ------------ EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH 25 SH F.FL. 5068 SGID r— 24'-0" RIDGE VENT 12 _:Z�5 ��I•I:9Si11_ 5'-10" ------------r-r--11-0,, REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 12 �5 RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 1 I " •`•NSF_ Q 0FE S S1 OAP To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H � W v EE opo 00 Q (18 J /� N INC LL L 5 CP N J# , -O LL LL J d ei UJ ^ Q Qj W h aaIx L-LJ ��ii ;e O Z mc0 OCCF- r �40 X 0 0 d o Ci �p M Z co N < LLQ 0 jn N Q U J z ❑❑❑ W v M e�- N M O S Q d N E3 N n�� 'CEO Nn ' (9 J W .lL 4-1 CJ) Lu y lJ 0 W g (n = N v C f— — £ S a,4 = t �(r U O •y c Ln < u°Di o _ • Q o co W Z KM M o z < � Q E O w� Q� z® Cc;U F- o X U 00 0� C:) t a< <Z < o mZ L ra C z 0 r U ar.m m 0 o O Z Y Zz ) J a1. Z �z oa go U < a F CO wz Y x � L 1 101. o� J �N M > '— X(I) N r*.% > C U O m W r o O■— _J r O r- T _ 2 N N M r Z T_ i6 T z Z E O IV T E y m c JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP _ CAP 2" 2" *NOTE: iv 1" RADIUS M N FOAM TO BE USED ONLY WHEN 3 1!2" RADIUS 1/2" RADIUS f CD REQUIRED BY COMMUNITY � 4 4 N " - N eo SPECS. IF NOT, 3/4" RADIUS M� MIS r• co CD DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS N 1„ 4" VARIES - 1,_0„ EDGE OF Mla 1" OPENING VARIES 0 22„ VARIES M 12 VARIES SIN 1 1/2" RADIUS 4" 42 4"' ,I ,F 3i„ 3 2 1/2" RADIUS rl - 4 4 ,— rev Tpp M CD r VARIES 12 32" 11" 2' r N 3„ 2, 2, BASE • BASE MTv r 3„ 3„ 1„ 1„ 4 4 3r, 4 , O • N CV N 12" o *NOTE: VARIES 8" 2" FOAM TO BE USED I? 3„ ONLY WHEN REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2" 2" BUILT W! STUCCO. 2a" • EDGE OF ki 7/ OPENING • ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, O the structural plans and specifications contained within these �y drawings comply with the 2017 Florida Building Code - I I 10" �M Residential 6th Edition. Engineer's signature and seal is only for m the structural engineering portions of the drawing pages bearing 10" 6" Engineer's signature and seal. 24, N W _ N O m G la � N -gyp r - 1V b iAi Ui Ir LL u- d ® 7 2N _J W M M S W tJ) IN M J N Z, _ N iu W a s: * 3„ rhol 0 J 4 " 7 W com J. O � m c� p 00 iY H 6 co U)00 W o�, ¢ g a 2 N L4— 2„ 2„ N Q ¢ TCQ ILa .0 Z Z Q o cn > > d 00 oao 1-1/2" THICK 32' 9?;: a M (241" 2,4„Q vIC 1'-10"-�T CD 52" V-5"52"53„1,4„co_4 Wa �VARIES VARIES O 49 N in > U) 1212 �W iY W 1 E c M t 8 i VARIES VARIES ¢ � ®Q v+ � • _ N sm 4„ 2° Q� M o e J mg r p Q Q 3 6" 4" KEYSTONE F11 0 = KEYSTONE F11 00 U- ' wz ❑a C F cV CV iV �'�' ,�, OPTIONAL OPTIO:A NAL s3. O ' " <V 60 7-1 N H (O R. o v off Rs" 2 44' R44r, 3„ 3„ N °d z % w boo 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" ,� o M 2 NOTE: co m c • INSTALL OVER STONE, TYP. N Z z Cn o az • FIN. TO HAVE TRADITIONAL Nw VARIES QLOOK & SMOOTH FINISH ' • • • FOAM/ EPS MATERIAL IS N =3 dLL ACCEPTED z �~ CD w �o ol1 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2 1-4 y N SMOOTH FINISH i4" 1'-64" 4. 12° 54„ 1, l ' -1J 2 , 54„ > �. � 2" • FOAM/ EPS MATERIAL IS ACCEPTED � 0 4„ 3,_0„ 4„ / c� i 1 10" V-4" 10" U pp - N 1 T 0 r7 N o co `•� C d T 0 0) O Lo I\ N c1 N N r o r M ai Z N ,- o r Z E o r `al o.. boo Ca r y z ci 0 a a � \ c rn E JOB NO: 20-8068 r 1 �* 2 SCALE : AS NOTED N - SHEET NO. 1'-1" 1° 1" GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 .� Cc? -n • ACRYLIC SAND FINISH co 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. POWER CO. INTERSY: BON TERMINATIOP NEC 14, 250.94— 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets Doper to 20 amp ckts copper to WH copper to Dryer 2 Alu GENERAL 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 of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF 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 �94 FOUR-WAY SWITCH �R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I-O WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q\ r EXHAUST FAN/LIGHT COMBINATION \ ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT AC PAD DISC. WP=E GFI WP W.I.C. )::�_ I ROUGH -IN FOR OPT. CLG. FAN/ ' LIGHT PRE --WIRE '/ G C%WNER'S SUITE I C ` / I VERIFY METER LOCATION WITH BUILDER BEDR OM 2 BP_QROOM 3 I ROUGH -IN FOR / ROUGH -IN FOR f OPT. CLG. FAN/ ` OPT. CLG. FAN/ I LIGHT PRE-WIRI\ i% \ LIGHT PRE -WIRE ROUGH-INFOR� � I / �� 12 OPT. CLG. AN/ LIGHT PRE --WIRE A I f / I 41 PEd�0 M4 \ S,D S.D rill `� O DEDICATED RECEPTACLE O FOR MICROWAVE RANGE C.M HOOD PER SPECS --- DW LC S.D 1 O IX � — — _I d� I DGI I � I C. M I � I I � / I I ROUGH -IN FbR / OPT. CLG. FPN/ LIGHT PRE -WIRE I FAMILY ROOM SINKw/• DISP I 7-0" PENDANT AS [CH PER SPECS &/ CAFE i All /III J / / MALL S.D M, ---------------- O H.B. `H'GFI @ 44" A.F.F. a 6a 0Q I U_ LL I I I W W > W 2-CAR GARAGE GFI @ 44" VP )) A.F.F. / I / GARAGE 1 I LIGHT AS IGARAGE PER SPEC 'DOOR _ _ �' IGFI OPT"'_ W. t— I A I I l l I I I I1 �1 I I L------------ GFI @ 44" A.F.F. A IRRIGATION WWP I GFI' ENTRY � I I ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=V-0" 0 CV 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. acot Q E 0 8 topiopp � N ik C N � N J Cn -O LL J tl LL a N M M (6as @ 0WF 0: y (13 oo mmoIC13 M W W _ Co. -jog LI IL n�coU Q 0N L) � W M �o � Z M O O Z c Wvl;� a N M LI.J U � O— LU 8 wd CN°t. V) off U LU J _ E I1.. L Z—E8 U o w N EP o w M CM i ¢ o z 4 2 U_ Q E O Wo <� z® oa (Q — Xo U a'CIL 000 o N az ¢o &¢ ww 2 L Gy _ C G Z U �o I D O DLL z, �-� a� <w �z son a 3 g g° �w c� 3 <o �r Jz 6 Y =3 IIIIIIIIII� O a za i 0 3 �N ° = a J @ W ` m r Q C U O m � W 1c, rn 0 0*) V/ �� T J T O T_ r 4i i N _ N N M N T— T T_ o Z c6 Z F E O rn T N T N a O U J l3 t0 Q p C N JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total 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-Bl 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / 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. 6FL 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 Engineer's signature and seal. H W O Epp pip 4 U N # O ® J r C1 LL 7�C� J as W Q p- LL Q j M M Wa N X coLLLL a- ZO Z mC� OWF— LCOo Imo m . NCc r— Q W LLU)J 0 a d Xo<n jll Z N O V ❑❑❑ W M !�2 Z N M O z a U) N N M /`/nf V iy V O +, W � U 0^ W g wa U W J U o 0 • N sm o M w c" M Cl)0 c z z¢ J U_ Q E U3 zo p0 ZCU yN 4 z® 0� H x0 0 < 00 0 ¢ CZ)a CV Z fop W Z L C C Q Z Z2 O Y . N m O O LL zF J m a ° Q W Z z cn N O ¢ z0 Z O CD ¢ < -0 x CO o W za a ME 3 =0 '— N h � ,t1 m MID a . � J r- O T r N _ cv N pp CV) r M T CV i6 o Z Z E O E 4 T -_ c a U � Q p JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. 5 Cr. ua w _Y 3 R. c d 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 59'-4" a - T-v w z w � T-2" 5'-2" 6'-0" 6'-0" T-O" T-10" 4'-0" T-10" 4'-8" 4'-8" T-8" T-4" 3' A H.B. s3 CONTROL JOINT DETAIL I C14 I1 I I 3-1/2" MIN 2500 PSI CONC ' I 1 co SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER (3000 PSI CONC. SLAB FOR 0' HERNANDO COUNTY ONLY) a 1 I J. 11 13'-5 CJ CJ { i CJ — I CJ CJ 80 OP ' .' .' .' .' .' .' .' .' .' .' .' .' .' .' . '. ' 0 50 ................... ............... CV h AT I CJ :TCJ CJ T i { I : 7 I K (2) #5 REBAR I' 00 '- S3 1 i o S3 VERTICALS w/ in I I I • I FILLED CELL i{ 111„ I•• I III $ � 23'-11" 2'-10', 4'-1 " M i f I . I I I G o I: • I O I o � 12'-6"x2'-6"x1'-0" bN S3 _ SINK wl DISP W/ 3-#5 E.W. CJ — — — — — — — �r-D.W� i I { : K KITCHEN ISLAND I o o I I oa CHASE TO j J I :ISLAND ■ • I LOW WALLS ---------- -- M�v r 1 1 11 S3 EDGE OFSLAB 2" L '— T L— J T „'ft BEYOND WALL �. 1I , — _- -- — — — --CJ — — `�° o CIJ — — — — — —CJ�----_----=— J— in G S3 ( : 54" T-8" T-8" OPT. D :: 4'_9.-" I:: �'31l2" SLOPE 16" I 1 37'-52 121'-2j" 53 32'-84' 4'-8$" (2) #5 REBAR in b 1/2" I _ I PROVIDE 1 Y2' RECESS 7 _ ��.. — �.. VERTICALS w/ in I HVAC CHASE `,�• , , , FILLED CELL I BASED ON 11 LOCATION I W.H. 13 FOR SGD. REFER TO in I; L TYP MASON'S SLOPE FOR 1 AHU----------+—-------J I WIDTH INDICATES FILLED CELL w/ 3000 — — — CJ CJ STEPS AS REQUIRED 0'-0" PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" o T PER FIELD CONDITIONS � I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONC./ PAVER TO BE 4" 3 1/2" SLOPE _ BELOW FIN. FLR. DOWELS 5" EMBED W/ 25" EXT. "GRADE C `" PROVIDE %2' x 9"CN (2) #5'S ABOVE SLAB 40 STEEL" RECESS FOR FRT. DOOR A H.B. L S3 S3 3'-0" TYP 7'-1s' 1. 5-2s' �_ 6'-0" L 2'-9" L 5'-2" � 5'-1" L 64" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 16-0" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4'=V-0" SCALE: 3/4" = V-0" ,: • . • •;: #5 CONTINUOUS REINF. SEE FIND. FOR •,; :;;,:� QUANTITY #5 X 25" X 25" CORNER �'' ' ' �'• ' BAR ONE FOR EA. HORIZ. REBAR, TYP. U. N.O. • ; . ., .. - .. *"Alternate: The reinf. bars shall be cuntaround corner by cold bending the bar w/ min. • • •, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ",�4illtte•=ro<<�� f N•i yam. C1 F 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. AE 7 co °ro O 8 8 N R, C9 Q E, ♦� V 0 N 01 J y N aC '� � -J U. 7- m N J* W U � LL � a M M aa j W N co LL � a d 0_0 c 0, zz O r m ow 0 or` W00 U a IL a cc o Ln N Cl) W a U J O U❑� O � a J a 7 U c/1 z 0 o 4.1 r'13 N w � U 0 to w o e~ MIN U � c E Lmu: 8 t U 'o 0 • N MIMMIE o CC) J W M M z o z 1 Q E za Wo Z >a ¢� z® O a t— ra O XU O d° F 0 ° Q Q N N a0 a0 0 ¢ az �W L rp z < 0 m 0 ° ° z Z m MENQ rn 3 z z g° 0� z w =3 � F >° o oaF d z¢ U3 cN 0 = ` > d. J L ^' 03 W 03 m co r � 0 rn � O T = N CV M N r E ` o z E O E r m c m a 0 U J 'D Q 0 c JOB NO : 20-8068 SCALE : AS NOTED SHEET NO. 6 A A A (2) S3 (2) (2) Cl) LO U U U CJ CJ5 ��Uj : ; ; :.. ; w m _. I EJ2 EJ2 I I EJ2 EJ2 EJ2 I EJ2 9 S5 I EJ2 III EJ2 I EJ2 y✓� CJ1 U 0(2) Q Q y Q lu :: W ¢ .... " X (2) > CO ¢¢¢ .... ; MN .... ¢ ...: ( .... .. ... l Q ... Q :.. � J7............. EJ7 EJ7 EJ7 EJ7 EJ7 _ _ ' 1 1 1 _ EJ7 _N EJ7 EJ7.......... S3 EJ7V EJ7V EJ7VA EJ7VA EJ7VA �,�� CJ5V CJ3V CJ 1 v EJ5 A CJ3 (2) y✓s CJ1 N rn t :t -1 11 11 11 I I U U U 1-0(2) A U U S3 \—OTYP 0(2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 1 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18)1Odx1-112 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odx1-1/2" HTT5 5795 5/8" ANCH. /(26) 1Od x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 1 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-1 Od x 1 17' HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 wOR CONT LEDGER) (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-13" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" tV F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 � tW- � EEo (o ro-0 ® N J N m to N LL * di 3 L 0)-1 W (n F- � u- J d u_ Qj M M Lu JLLu_ o (L C9 Z _ 6 — g = v 0 W :29 Wm0 m ' F1 N m ,I W �� Joa IL(p LO o p y Cl)Q O zpn 1J N U J 00 ❑❑❑ W �DM L V M � z N M O z ¢ a J (nur) z l.L /-1 c w W v O w g U0 c U r — E 3all t _ N U e� v ® Q ¢ N I� C] CID v W z M 20 < LL- fl_ E � zo oo yo N <N z0 Da r=z' &< oz 0 O N ai i Qz z o wz tt NC: <Z `gym mO 0', z N J aw �z cn F oa Z z no LU U <o oz Z � H >_ o d i- w z< a �- o3 =N 0 = __J L. > M LPL C u O W co co o I _ O Ln N ai E j r N iri T o Z z E O ,-CU _ _ a ;_ c0 JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 afe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID N Q O : � W ' J O #5 BAR CONT. 8F12-1 B/1T 0 W" LINTEL DETAIL SCALE = N.T.S. On IN 0 on E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1T a rp A tNOMINAL. t L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c precast mtets = 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 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT (1) REQ'D -1/2" CLEAR ALTERNATE POWERS STEEL LINTEL 4 d d O d q .M.U. #5 REBAR AT TOP ° o Q D d' a MIN. (1) REQ'D 1-1/2" CLEAR 0 d d a , GROUT n J Q a don 5 REBAR AT = rn w C.M.U. a O BOTTOM OF t' U w OF o "W—BOTTOM LINTEL CAVITY o V ui 0 xp , nn ❑ X Cj z U REINFORCING JX a O on J 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL d w ¢ Ci D D 5 REBAR AT BOTTC ' NOMINAL WIDTH (VARIES) r~n in it no�° A, �° AS INDICATED11 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementifuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O O 5'-10" LL 6'-6" LL O 5-10" LL ( MIN. 17'-4" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" . t4�:v 11:�I�Ifij i jS'E lAll S 1`0 �""it II I I I11110\ 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 Engineers signature and seal. F E N S co � � N� 0 0 0' rp N N am o LL J a LL C0) �4 * cN)M W y J LL—Z a .6— � Z o t M 11W m O Z NIL Z U J °" W ❑C7 I 0M � Z N M 0 0 Z Co Ell 0 Z o <C __J a � E3 Nn N c� z CD W o � i-1 (� 1,;, w O^ t✓ I �N w $ Ly N � iiltL w r— — E t $ I z 2 t � Q 0 ti o w co C'M w p ZZ Zq U_ E Q E O zo -0 Z. >N < N z® a< Wo 04 ZL C) (0 ao o QZ wZ Y� m0 (a _ Z2 o y U " 0 LL Z Cn N m Q W Z Wz ao OEMQ U o� < �o sK o hZ. �Z. r-- �3 o w �O a r_ CO V is 03 �N 0 = J m ' C U O n� O CD r I N 04 cN r E E c T CC�I r o Z � Z c 3 Ecc rri T c FL U - Q co 0 JOB NO: 20-8068 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 A- A (CC C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING S G THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE 0 0 U 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 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. 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/fMS 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 FLAREG. PE. AND SHALL INCLUDE • DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1, 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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/0 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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS 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. D P 2 INTERIOR LOAD BEARING WALLS SPF # 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. F APPLICATIONS H APA RATED STRUCTURAL ALL PLYWOOD USED OR EXTERIOR APP CA ONS SHALL BE SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AR ND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. AROUND 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber 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 T-0" away from the building side walls. 3. Irrigation/sprinkier systems including 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete overpouir and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the 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 1 `-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 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 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE TORS NTRA RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONTRACTORS ES CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 1 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. i p iiAe x9 V i .� ( ••r • l�� C. O 19, c S S i �\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U E 8 ��p N # v #0 O J N m 10 U_ M 7 Q7 f�A J W fn ti LL J rL ei co co W C- Lu Z 10 J �LL a Q' 0 W o - W5 @�M 'cc,`-f6 X m O 'fV N O m Q ¢0- 13 LW Z oo N � � O y ,) C, N Cl) Z U 0 J z ° �' ❑❑❑ W cD zM a- N M _ O z � a z o N M ti o 1 r/ W U O W S N �N ccli U C W J F- 8 I r U o q c `n Q N 0 sm r` o J w M M Q Z O �0 �s oa rd 5° U �� 0° p o� AV O F2 � z <= w w, w a? i C/> U) ¢O 0� O� '0 m0 F, o '<z <-' b �Z SEE Cf) Q 0 ¢ K d W o 9 �O 'cl• z ¢ a � 3 �N 0 = a > n� \ / m 0 r V O m co _ (� T � O r I N C14 =' oo M T_ rp t N y T o Z Z E 0 E `m c a_U _j Q p JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. S N 0 J o w cc 0 CD M J 00 co 0 00 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, .. \ J 15/32" CDX cc PLYWOOD OR O SB 7/16" OSB RIDGE LINE 140 MPH 010 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + /++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 518" 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 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM F - 11 STD. 90° EE CONT. #5 BOR T. #5 I HOOK 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR 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 above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. I� 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 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 LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsm uth cuts. - Birdsmouth cuts. N.T.S. — - - ----- - Under 2nd floor column w/ Inds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 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 CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 1,_0„ o 0 0 GAS METER O o 'n � U • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-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 O Boise Joist Blocking I lee 3" (10d1 nails at 6" n c. Q�/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D \Ct; (see table below) (KNOCKOUT EXEMPTS) p le (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max, along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 10 6' Al 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000s® BC16500s® 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s� 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s1V 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22) NAILS 1 5/8" � THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGTTO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) III —III —III —I Nail with 10 10d nails. �— J— —I ff — Installtight to top flange. SLEEVE THRU STEM d ° SEE PLAN FOR °: ` • .. ° FOUNDATION INFO d' ° d' ° STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top a mount hanger load exceeds 250 lbs. Install tight to top flange. d d c �� 1� 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 p requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. I40 I— e a r (2) #5 REBAR A/C CHASE 4" PVC 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 (WHEN SIMPSON H10A ° REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE I_c II T7 M •. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE r— PLUMBING LINE .d d w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE da G 0 a . d d e SEE FND. PLN. 01 SIZE & REINF. % ° Qilv< CU �yo • O ' ® a� h., . V��4 \q aaIt'll llft t 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. mm W F a o E cof° O t0 8 N o O N 0' U) N M cnI- a��a U. QjMM I W (6 m u ii r1 a W 0 z J'o— �zo FaC0 C)X �o Imo ♦r. 0 'Co N Cp m co o Qa W HLZ r°6' co NO Xoy N M Z < Or z Q °U o00 W z N M 0 8 z C z o a n c+Ni z Q 0MN LL w Or.,_, N S c y U E � mI xI✓ . .`0c ¢ o Mz occ w M o J U_ Q E 0 O U Ui Z a s ru — O E N @ XOV U01 as o �0U oQ az i wo Q ¢� 2 ro _ c Z 0 Y �o m 0 o >z � � m c o yF oz =3 a Zo rf N r o 3 0 �N = J nL1 m � W \ / m O r Q C o O O ■� J O T_ t— = N � M r m r N ,_ z° Z E 10 E r ca o_ U 0 JOB NO : 20-8068 SCALE : AS NOTED SHEET NO. SN 1 7�F 7�- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %'I GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 21.x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7116" O.S.B. ROWS 2x BLOCKING 3rd PTS SHEATHING REQ'D. FOR ALL 1 ROW 2x BLOCKING MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.ID 1) ROW 2x BLOCKING @ MID HGT. FOR @16" O.C. W/ (2) @ ) �° 16d TOENAILS T & B FOR WALL HGT. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _� SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T •� 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE II #30 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r LL-T ( REINFORCEMENT AND WIL ( ) CHAIRS TYP. M C, ELEV. U-0" ALT: 1/2'x12 TITEN HD @ 24 O.C. 2x P.T. BOTTOM PLATE x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF ( ) WWF OR FIBERMESH OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6x6W1.4xW1.4 PITCH > 4:12 P,°ae A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II e o 31/2"MIN. 31/2"MIN. (#15 OR #30) UNDERLAYMENT -I 1 I=I I I=Ip' a a° ° ° q Q 4 XL ELEV. -0'-31/2" Z FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i III I I -I I I` -I I = D • ' I I I I I�� f-�I ° a d ° ° ° 4 O , a REQUIREMENTS SEE R905. -I� I I -I e �I I I I I I-� �a ° A.F.F. O _ _ PRE ENGINEERED WOOD i-III ; I I II I I I I -I _ - ° ° ° ° ° ° ° ° "- ° 1/2"(min.)- 4" I l lI I �I '31/2"(min.)- 4" = 2x4 CONT. _ TRUSS 24" O.C. U.N.O. g a N �o _ _ - _ o •. _ I I_�I I_ ao _ o T_ ° P ° 1' D ° 12 @ =1=T_ T�f�- I I° ° a ° a " „ HURRICANE ANCHOR @ EACH -I � 1 1 I I I -I I �I I �I I I I ` ° ° a ° 31/2 (min.) - 4 I =f I III- 31/2 (min.) - 4 =I I I I I I I I=I „ I I I -I I I I I GARAGE DEPTH VARIES ° _ ZT P•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ g �� I I 1=I I I METAL PL. UNDER EA. TRUSS ° ° 9 ° (2) #5 CONT. I -I I-'hi"L"'I hI I_„- I (2) #5 CONT. I I 4 ,I� I i MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1-4 8 U.N.O. MIN. INSUL ION LE SHINGLE ROOF U.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. „_ ,_ „ "_ "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP OUSTRENGTH CEILING s�� BOARD ER CODE OR 5/8" EDGE �\�os�c�P 3 GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Gs. GYP. W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUDS 16" 0/C ��Ms °O SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ MAN �o� SCREWS @ 7" O.C. 2x STUD (1) ROW 2x BLOCKING @MID HGT. rn SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY co CEILING & 8" O.C. WALLS FOR WALL HGT. s 8'-6". (2) ROWS d 8"x8"X16' KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING 3rd PTS FOR 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR r INSULATION PER BLOCK W/ 1#5 CONT. 1 x P.T. STUD () @ WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION _ #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS o NAILER BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE o (IF NO UP LIFT ON @ W/ 7" EMBEDMENT (MIN. SHEAR J STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) _- o (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP) °O *SIMPSON SP1 .J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 o SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING END OF 2" x PLATE WWF OR FIBERMESH f w/ (10)10d NAILS WEEP SCREED INSTALLED 2x P.T. PLATE o ' • ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS A ASSUMED FINISHED #3 OR #4 REINFORCING BAR � m 1x2 PT WD FURRING @ 24" O.C. FINISH i i GRADE , ° ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. F740kSIj CL D GRADE 60 MIN. F 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL r, - - - -0 ,.FINISH GRADE °O 2 25' MIN. LAP [30" MIN. LAP] [ a I= MONO OR STEMWALL � I I- o • • I' III-fff-11= CELLS (SEE _ LU FOOTING MONO SHOWN o - I �- LI.I U.N.O. p °� oo D n ' ° °° I - -,' FOUNDATION PLAN FOR CLARITY ° _ _ _ 6 MIL VAPOR BARRIER -�TI III I -III= I I = . R 1 7/8° I =III-III=III I 1 I f I I=I I- I=1 I I I I I I-i I I-TI-I 11 #5 REINFORCING BAR I �I 11=I I =III III=III 1�f- FOR LOCATIONS) p p o ° o I= 11=III=1=I =1=I i I -- -_ N z T I - 1x4 P.T. BASE NAILER ° (� =1 =III= = I I=1 = i I I I I=III-I I -I I j #5 LAP SPLICE (2) #5 CONT, -I I I I I I „, I I ':- , , I I- = 4"x4" INSPECTION 1-111-111-1 I -I I I -I 11=11 • 511 II � II � I�I � II I I-� I I' ON 3" CHAIRS NOTE: _ _ : I - - - = N. LAP 36" MIN. LAP] 8" V-4" 8" 0 31/4" BASEBOARD PORT AT EACH g ° ° D I I =1 I 1=1 I 1=11=I 11=1 11= c� I p36" MI [ FILLED CELL TYPICAL *FOR BEARING WALL I=III=III=I = = Ii T COMP. SOIL. (COMPACTED TO -_ I _ - - -- (TYP.) W/ UPLIFT ONLY = _ - - - 95 /o MODIFIED PROCTOR ASTM ' �- TI=I I I=III- I -T I .III 10" PI LA =___-__-__- 1=11=1TI-11 III -III- MIN. 2500 S CONC. SLAB M AT GARAGE CONTRACTOR I- l (--III== I=====1= I I- 11= 1-I -1 D1557) I �r��-III-I r I -I I I- o MIN PSI MAY VARY PER cn = =1= - = =) =1 = 1= I = I =1=1=1 1=1 11-i 4" #6 REINFORCING BAR #5 STD. 90 HOOK O° MUNICIPALITY. TO CUT BLOCK OR POUR "-I �-III- --li Tii, i iI Ti=iT�-Ti-1 1- #6 LAP SPLICE TYPICAL INTERIOR BEARING o CURB DUE TO SLOPEIII 5 CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG � W1.4=1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 3 M - 6 x 6 W1.4 x W1.4 SEE PLAN c N r o e, 00 Z „ FRAME -DOWN FALSE BEAM w/ (3) 1 1/2" RECESS FOR VARIES WWF OR FIBERMESH 00 31/2 WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 6 MIL VAPOR �_ o L- I = = z r min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N BARRIER ; 4 I AT 24" O.C. MAX. N p • • _ �I _ ' ° GRADE SEE PLAN FOR CONNECTION INFO �N ° o COMP. SAIL. ° T °O =_ __ _ - - _ - - - TOP OF BEAM &LAYOUT DESIGN I � ..�=7 ; a I -III (COMPACTED TO 95% - - _ _ _ 1`�-, - - - =MODIFIED PROCTOR - ° ) #5 REBAR w/OPT. SEE ROOF PLAN - Q : ° ' ° I- r SgFE��N ENCLOSURE WE (2) HTS20 FOR STRUCTURAL N 41 Cl) o ASTM D1557) r =1 I I I III -I I fll I I-'' BEAM SIZE & 1 a I = 3" MIN. CLR. I I I -IT- I �' (2) #5 REBAR CONT. 8"- CONNECTION INFO I 4" i , ,- � I • I 1 I- ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE MIN. 4" V-8" (2 STORY) DETAIL 2x4 P.T. i U.N.O. ) 2x4 #2 SYP P.T. FRAMING w/ Cn PLATE I „ SEE A/S3/J/S6Lz " �� 7/16" MIN 7/16 O.S.B. SHEATHING �'-4 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL O.S.B. zz ATTACHED PER NAILING FOR REINF. INFO. S3 SCALE:3/4"=1'-0" S3 W SCHEDULE OPTION #1 SCALE: 3/4" =1'-0" o ¢ SEE TYP. WALL SECTION FOR ADDITIONAL 1/2 GYP. BD. COLUMN LOCATION ¢ w 6x6 P.T. #2 SYP P.T. 2x > SLAB INFORMATION. 2„ HOLD GYP. BD. o ABU66 SLAB STEP &RECESS S.G.D. rM 1/2' FROM SLAB 0Cn i OPT: DEPRESS SLAB 5 %" 0._01, J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 c DEEP AND E BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE o DOOR TO RECEIVE • PAVERS /DRIVEWAY EXPANSION JOINT ^ °• ' -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND J CONCRETE SLAB 14" 13" ° " ° ' •` GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESS .E ATTACHMENTS & 18/D1 LZ 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL o °' M CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS o EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION AD `� STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' • M•• •' +•••e.'� °•. .�• • • • PLATE TO CONCRETE �� ON FLOOR PLAN SIZE VARIES PER PLAN co r _ a 4,. ,� - - (MIN. SHEAR 1$0#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS GRAD - - a - o I rI - --I (( 4 T oo TENSION 120#) CONCRETE SLAB _ �, r, FILLED SOLID (SEE PLAN FORUj a a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� _ 1=1 a • =III= = '_1 -I I f '.:. •, I I 'T_I-I I '.'.. ' .,'.:;' -I T C WWF OR FIBERMESH �, LU ? I- W o v - _ ° O a. W (n = 1 1=1 • •� • a• -I 1=1 I 1=1 1=1 Z a W W I I-111 1=1 11=I I- Z -Tr BRICK PAVERS or SLAB PER 0 0 a a -- _ _ COMMUNITY SPECS " W �; - - ¢ N I I I I_ 0'-0" FIN. FLR.� 1-i =1 1=1 I=1=1 1 I -i 1=11-= \ SEE A/S3 OR J/S6 co6 MIL VAPOR = _ = _ _ - - - u' SEE A/S3 OR J/S6 I I I I I I „, I I I I� - �-['I I-= I I I=1 11=1 11=1 I I -III (-' FOOTING „ BARRIER I-III=I 1=I I=III ,� I III -III BEYOND FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE -I I=I I1=I I -I I I=I�- =T III III- I I y PAD REINFORCEMENT-" ' 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) I -I I -III I -I' :. , .. ' 3" MIN, CLEARANCE .4o ;.. FOOTING WIDTH - o .• °• 9 ' SEE FOUNDATION N 1' 8' 2 STOR 1-8 2 STORY) * • : ® (SEE SCHEDULE) ( ) ( ) 4 4 ' CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESSrT� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N szzrrP_ WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3l4•=,'-o" SCALE: N.T.S. S3 Cx ADDITIONAL INFORMATK)N. ADDITIONAL INFORMATION. 77 ate. ,'�'� O�ESS10 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. Q o E co n O O N t0 O U N it J y ti C7 W LL m a- � Lu LL U aim 0. z 0 z Ca C p = F- W 9� mmm 0 o a Z n�4jQ' J N N Z < 0 5 M N Q (aj J O 0 ❑❑❑ W V M z N o z z .0U) Ldi N N M z a c� o •U a A O �N w o (V U LL,USJ I U o ¢ CID W M m o z � Q E E wo �� >� <� z® oa 000 RS UO f- ¢ pU ° E N o �o Q az �W w L =:, C Qz < Y �m m o o O ¢ >z z J z (n Q I oago z a Lw W s aLL x �3 a� aQ ;o V' zla a x 0 3 �N 0 = J nL1 ry LL N .-� > r C O o F co 2 T � O Lo_ r = N N 00 r m 3 T N iri r o z z E O r N C r° a 0 � ¢ o C � JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. S3 (MONO) ICI I I, I ,I 11 6N1,1L i .Ii.s.I,:lAilij!,I1,,.4l:n l..i�,,i�LIUF ua I,, A101 1 1 3 v CIO O 00 N m 'O O J 00 00 0 i > i o, 3 Q O 0 i a E 9 0 co v i LZ U v 15 U i 0 i 0 v x LZ O 0 0 0 0 a_ rn 0 t2 0 co 0 m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" 1/ARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE F 2x S.P.F. STUDS @ 16" O.C. I - 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 t'+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑F01 ❑ 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"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT ° o a ° a ° 8" STD. 90 HOOK 8" LINTEL BEAM W/ (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 DE NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J > 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. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. °110 a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Ow 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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 3ARAGE IOOR wvn r nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K� Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) TYP•) SEE ELEV. NSP2 w/ AILSAT EACHST1UD10dI/ 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKIN7(.) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDERTRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 ' MAN �10d @ 8" 0/C ATTACH ALL - EXTERIOR STUDS W/ IAI 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 1: "A P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 't a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW E BEARING WOOD FRAME WALL ,J S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° 0HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) a ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° a ° • HDU2-SDS2.5 wl (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) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 112" 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 wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X81P.T. BOTTOM P TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C FFSP4 KIM NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. x - I - - I N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L 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— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. 0 4A" ' C3 ,. SS�v, i9v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fh W � a 00 o �E co r, a8 �R 5 0 N N m -. LL N 0 �jnm J W u 0) QjMM W m i; U_ a a it 0 z 0 J Z O m e O K i, L°o K C.)O .'C.. ' N m m J W Cn 0) 0 d r' ° <o� t7 Z z N U 00 oo❑ N M o g z co �o a E3 r N z Q) C� o 4-1 _ (n L LU ® ° U O,U,o v� �N N U) C6 U LLJ J �-- — E I = w z� c `O) ( ¢ o N Ol 0 o w z co Q J LL_ C E Q ¢ zo os �" >o <� Zm oa ouo �o N of °do o� wz ,g� L <. �LLi m n M Cn C:O 0 Y mm o 1. 0' Z rz J om �uW N F z I? � oaa a a z � w A E ° � z w < 9' �F ;o o � a �N 0 = ` J c W '— co rr CV CL L o CO 2 r_1 c ■� J r T I04 O Lo T 00 CN T E E T N o Z N Z E O u1 T T f0 a E U 'a w Q p JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. S4 3 :ri rl- x 0 . 00 to 00 N I m re n 0 9 00 co 0 i 7 i 3 Q O O a 1.2 E O 2 v J tz U E 0 UI y U 0 a 0 0 J LZ 0 0 0 0 o a Q� N M a �o Y 0 0 N SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. @ 24" O.C. SNAILING SCHE HEATHING DEDULE FOR OUTLOOKER TOP CHORD 7 BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR7 - ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ TAT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH &NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1Od FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dXT' 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'4" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL X-BRACING, AND TOP "' NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION tO `� °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 60 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d LJI `I 1� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM ' FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS 2x BLOCKING END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 " " ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. - L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C x T SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -� EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER —� (2)16d NAILS 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 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" ��5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FORWOOD TRUSSES OCATIONS) 10dx3" 0/C @_/ 21Ix411 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 12- MAY JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) —2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 BLOCKING W/ (2)12d TOENAILS 8d @ 6"O/C 2 x 4 BLOCKING wl (2) 1 Od WOOD TRUSSES I TOE NAILS AT EACH END @ 24" O/C (TYP) \-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 Li L Li 0 MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON — LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2" SIDS ^- ^ VVIV 1. pLA(111V1] - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4'" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. wU ' LU 0 v o O tZ O w d m b Q 1 C7 "v o 0 w Q T O T X 2 ED O T cC L L NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) '7 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 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION y� ?,OWiy �> •Y : � C) <' J�0VE LU ••• '�t x F V_0% . .•� 'aa `\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specficat ions 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 port ons of the drawing pages bearing Engineer's signature and seal. W FEEp QO 8 O co Co N co v cCo 0 Ql N N N rn r V J LL J d dj"'M � MU J-a3 W v7 aa� �$Z O z m e O of H y o C) : mCc r- W ��6iQ' � p oQ •L L N Z N M °U O rn U O J z0 ❑❑❑ W �g a J a V) o 0) CD o 4 V O w o N c C) m L.l.i 4 C U 4;;0 Cn x. ®0 e 0 o w M GM < o z U_ Q O E:ca zo wLL g )o ¢O z® o a V E a� 0 &< N wo <o a .w _ (n C �z UY U N m� o O1 z CI) J 2 a� Q W fz MEN 2 ono ¢ a zz N W �j o oz =� =3 o w >° CO N a 00 �N 0 = J B W m r� > �-- Q C o C:) (C.0 co c � T 0) O T I NN r"... oo r ui M ,_' <V T_ T w r o Z z E O a)T- E M C a 0 0 ¢ o C JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. S5 1-T-1 -IF 'I t 3 v m c a� _ n 0 0 00 to G r" I N ,m J 00 to rp I N c 3 H Q 0 NO a E E _ v c c J LL 0 U v c i z 8 0 a i a 0 0 ti N N 0 0 0 rn N 0 ,o Y �O m v rn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX. 8 DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS # 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16 FURRING TAPCONS (TYP,) TAPCON 16" O.C. & 4" 2Xg TAPCON. INTO STAGGERED @ 16" ` ' 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING " O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS�� 3 DETAIL TD. 90° HOOK (TYP.) STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO LA DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x O.C.& TAPCON @ H 1x4 () & 4+' FROM EACH .C. FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. � NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` H INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE 2 Lww_ +5A FIRST COURSES ` Al a BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPEN INGS CC FouNoaTONP�aN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL 1st4COURSES SOLID wIGRouT EMBEDMENT INTO BILK.) 1/4" MAX ,r 2'-0" F. 1 PLY PRE-ENGINEERED TRUSS ° 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4 TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) <. 2 x 8 45' DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/, 7BK INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HN O.S.B. FOR TO BE INSTALLED BOND BEAMOR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" ENGINEER OF RECORD FORSCRIBE BUILT UP PLWD. BUCK ARCH PANEL POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.coNracT FURTHER INSTRUCTIONS. (NOTCH) BACKSIDE TO FIT ARCH (4)NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN > , CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. A. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 () PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER INSTALLATION DETAILS A BRACE 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Y WOOD * DOUBLE 2X4 SCAB FOR Z-6 _ TO 4 O O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. DTITEN (CENTERED) w/ � x TO TRUSS TOP CHORD ��RygN MIN. 4" EMBEDMENT AT16" O.C. + `� NOT 1 ' -O " ' 5 -0 " SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY — / TRUSS COMPANY OR p�qN� 2x6 #2 SYP @ 24" O.C. + + + + + + BLOCKING AS 01LUNISH FLOQR ° . .. �• 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° ° o.. #5 BAR BLOCK HEADER 2 -0 8 SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + + SOFFIT °D, ° 10" s P b'° ° 9 H CENTERED W/ If IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s • D • • ° ' ' , .a KNOCKOUT / cal 8d NAILS EACH TRUSS .' ° 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. ENDLZ PROVIDE (2) MIN. PROVIDE 2x . s s CONNECTOR �® .a tr ° MONO FOOTING °, x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN ' AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. • LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .o °. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT b • z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD o .°. °rgyHOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'." WOOD FOR OVER HANG FILLED CELL, • •. • -., • -. •—, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16O.C. MAX. OR 1F MASONRY (MAX. 4-0 '" ) . . - �. , W ., . N � . INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _ _ , s• ', a •, s• Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B—B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L O #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0■ EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3"MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; P LU REINFORCING AS FOLLOWS: SEALANT —-- T L` a Q PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' 1TI--TIT— —I - k" --�fi� F- #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ °—I I v EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL— REINFORCING PANEL .: ¢ ° cn N FILLED CELL SMOOTH. DO NO FURROW. - ° — — o I= 7 ' ° 1 DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE o. P TI1- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: - a 04 Cl) REMAIN FREE OF MORTAR. _ z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. i f :° .. • (j fU �`y�I �Sy _ ii .• '� CIF ••• O 4 Q?0j, F L .SS�ok To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W z w g zr 8 N2 � U +d J y WAN c m u- 3 C� N J LU ffi _ U)r o u L a ajMoo' W ' rn m �- a a LLir -� g Z O Z 1— m S O WIL I W ogQ,a, ¢ g a Z rco o NZ 6O 5 U O LN6 W N d < r v �0� z � o z o Q J d N N M z N� a.-: 2a T Lu Vm O �Nu) W o Ufa A v _ N � 0 sm c co JZ W 171) M a Z¢ U_ E E zo wE 'z >o Q� z ® o a 9 IB CILo¢ O E N x . az ao E ou o� dZ Q �J L _ c Z m O oz zF <w z d 3 Q � o< LL go a �� 3 W oli �3 (] Q Y � _� d 0 V zlz ou 3 0 �N = ` d- J ^L' m m W 0 CV ry L■L N T� Q C L.L m I— co 2 CLo �{ ■� J r O T� _ Noo M r Y N o Z E C)2 m cc.. a U 'a Q p c JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. SS 11. 11,,, .j L.t.l Ilil+ 11.e iL,re :_!1:. �j� —I— I -T I I'. T- CROSS BRACING DETAIL (TYP.)r1 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 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING 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 —� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN, BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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" 1 NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) L.SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16 OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION C 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) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"= V-0" BM. SPLICE OVER q /// CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL OF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 g SCALE:NTS 0 VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 81 NAILS AT VALLEY TRUSS 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 NAILST EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ 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 @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a XX' STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL d. 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 (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 p 16" O.C. MAX. Q SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE SECTION @ BUMP OUT 12 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS DETAILS & SECTIONS , / � 1WtNir R`Ot r�� jrrr si .... _ < a, ��¢\. ' C3 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. H W a o0 o W E co O N (p tlp 8 N # 0 t N - a � LL J LL Q jNaMQ7 Uaj Wa 0 Z JmLLr- r �mm�� oO 2 "3 o O .R' j'mN CO oo oo m Zco N Z O N N Q U WOct ❑❑❑ c Z N M O gj z z o a N M z c CA 0 _ LL W U � O V) �Ln C N _ W MIN U c J W�— — E $ I =® S r� U 0 co 0 2 • ®o � em o �w Cl)z M Z p z d Q E- _© O a OU O E K U d F 0 OU 01 0 Q ?M N z °dp a z ttw =U y m� �& OF Y zw zto Cn J a 2 z mom 2 3 U � 0 wI go a u�w O � O O w =Q a F °� 2N a = ` > d. J ^L m ` W m M LL N > T U � O m �i c _ T a .--IC:) Lo co cc T iri r o Z Z E E c a U _j Q p JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. D1 I� I -i I1i r[I r 3 v, J m c n 0 J c Co O Ib I N J n v S J co 00 I N 3 a 4 CD 0 `v c t� 0 V U 15 i a_ c 0 0 0 t N 0 0 0 0 0 a rn N M v �o Y f� -m v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK a 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER WEATHER ✓E BARRIER & ZARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN 1 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as O 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 NAILING FLANGE I Lf1J1IIIVV SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING `_� 1 O. 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK .E AM SELF-ADHER Q 1'-4" PER PLAN 1'-0" PER PLAN 8" CMU 4"OR8"CMU ° (PER SEAT DEPTH) ° FILL WITH GROUT ° d ° SLOPED MUD BED ° Q d VINYL SHOWER PAN d H ° °d SLOPE d ° ° ° ° Q 1 a SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR �O L WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW7 (SEE DETAIL WP01) �\ SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5 me a SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE la I I �Iv PLASTER STOP THIS NATU DO Ni CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is NG intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater ' than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RE LEASE SE ADHESIVE AS SHOWN)finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in clutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS LSD tAL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB f HESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/211 to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o � O cJ co ro N (p Co N i! ® IP N N -I LL tl! to � � LL � a. U_ a mLLii W UJ aa..a C4 -r�r Z O Z_ �oC� r�0o o�� Rm O N (p 7 N m m W to Z LL O M Z 6 0 N 60 N J Z OU ❑I�❑ W V M � z N M 0 z v z o Q ?, J U N N m z (D 0 U- 4 Cn w � U O N w �o � � e r6 r- rn v C6 w wig z0 =r8 c� o 0 N M Il� h W M o Z < � U_Zs ce I_ E O Q O wj N Z <CL Da FT - K O a� OU S¢ N i <o o� ¢❑ .Z -' rp C - z 0 . U nm m2 O O � Z F YZ J 1 � o¢ g o a �Z Md U ao 'Z = 6J =r > o to v zla a ° °3 N > ^L` CU W 1 CU '- N CDco - , di■ - J t- o r Lo T I N M r 00 t6 L N N f o Z Z E O T tC a E ci w ¢ o °i JOB NO: 20-8068 SCALE : AS NOTED SHEET NO. W P Y Q. MountingBrackets 1 e Ptrac (� G euq i 1 t2-7Diz Selk.ockling Nuts Left Bratkilic (16 Ga Uge) LI,N TAIIATI IN INFOlt MITI t t . �,:,. i. I l Will: Cross Support ' (May be cut tD W) Right Bracket ( 16 Gauge) Self -Drilling screws AK Unit butwm l5dg Icak 3 in front) 1Y P i' I X�Frog# Crams Support (fit+iay be cut to W) #1+4SOIf-t ONInlg S'tr�vigsThru btarleetls & Back Cross Support into Ally Unit lam Side: i It for hurricane (�'yp cal. 3 e� side usa) Florida Department of Business & Professional Regulation Pagel of2 Building Codes and Standards 3r28/2018 Product Approval Application Detail Code EntIty or Data Date Date Pending Date Type Version Manufacturer Contact Enolnser&License Validated By Validated submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122617 10/102017 10/172017 1 V122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoestsupply.con Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida A4 Professional Engineer Duality Assurance proved A for Use � Approved for Use 1 Impact _ s P� i.4. Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 1 0.032" Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32& not Plywood ood q � -108.5PSF 2 0.032&qud; Aluminum Gulf Lek Min 0.032&qud; Aluminum Gulf Lek 16" Wide 04/122024 No Yes N/A +NJAJ Roof Panel over 15132& of Plywood qu , -1I6.OPSF 3 %qud; 24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32" Plywood 4 1&qud; 24ga. VersaLoc 1" VersaLoc 24ga 16.5&qud; Wide Roof Panel 041122024 Yes Yes N/A +N/AJ over 15/32" Plywood -138.5PSF 5 1&qud; Versal-oc .032" Aluminum 1" Versal-oc min .032" Aluminum aver 04/122024 Yes Yes N/A ,NIA/ 15/32" Plywood -101.0PSF 6 1.5&qud; 24ga Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Rod 04/122024 Yes Yes N/A +N/AJ Panel over 15n2&qud; Plywood -116.OPSF 7 1.5" 24ga, VersaLoc 1.5" VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/AJ Panel over 15/32" Plywood -123.5PSF 8 2" 24ga. Meg.Loc Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/t22024 No Yes N/A +N/A/ Panel over 15/32" Plywood -106.5PSF 9 24 Ga. Gulf Lek Min 24 Ga. Gulf Lek 16&quot Wide over 15/32" 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Rod Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Purlins over 15/32" Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +NIA/ 18&qud; Wide Roof Panel over 15/32" Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel aver 15/32" 04/122024 Yes Yes N/A -N/A( Plywood -15&5PSF 13 26 Ga. 5V Comp Min 26 Ga. 5V Crimp over 15/32" Plywood 04/122024 No Yes N/A +NJA/-131.PSF 14 26 Ga. 5V Comp Min 26 Go. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +NJA/ Purlins over 15/32" Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lek 16&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quot Plywood -161.OPSF 16 26 Ga. Gulf Lek Min 26 Ga. Gulf Lek 16" Wide Rod Panel over 04/122024 No Yes N/A +N)A/-63.5PSF ood 15/32&quot: Plywood q � 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32" 0411212024 No Yes N/A +NJA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page oft Building Codes and Standards 32e201a Product Approval Application Detail Ouallbr Assurance Approved for Use Approved for Use lmpoo Dssian 3111" Carltract Explratlan Date JD jflQg Outslda HVHZResistard 18 26 Ga. G MPBR Mn 26 Ga. GUWBR Rod Panel over 1 x4 Wood 04/12/2024 Yes Yes NIA +N/AI Puffins over 15r32&qud; Plywood -151.7PSF 1s 26 Ga. GuI1PBR Mn 26 Ga. Gu11PBR over 15rd2&qud; Plywood 04112rM4 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. Gu1fPBR over 1x4 Wood Purins over 04/12/2024 No Yes N/A +N/A/ 15rd2 ud &q . Plywood -151.7PSF 21 26 Ga. GultRb nits 26 Ga. GulfRib over 1x4 Wood Purtins over wl=024 No Yes NIA +NJAI I &G2&qud; Plywcod -164.2PSF 22 26 Ga. GutrRb Min 26 Ga. GulfRib over 15r32&clud; Plywood 04/1212024 No Yes N/A +NIA/ -159.2PSF 23 26 Ga, GulfRibGulfRibMilir 26 Ga. GW02ib over 151328qrd� Plywood . 0//122024 Y as Yes N/A NIAI -159.2PSF 24 25 Ga. GutfRb Mn 26 Ga. GuiRib aver 1x4 Wood Puffins over 04/12rM4 Yes Yes NIA +N/AI 15132&q . ud'Plywood -164.2PSF 25 29 Ga. GulfRib Nin 29 Ga. GultRb over 1 x4 Wood Pudns ever 04/122024 No Yes NIA +N/A/ 15/32" Plywood -123.5PSF 26 29 Cm. GII1Rb Min 29 Ga. GLNRib over 15f32&qud; Plywood 04/122024 No Yes NIA +N/AI -146-OPSF 27 29 Ca. G I Rb Min 29 Ga. GulfRib over 1 x4 Wood Puffins over 04/122024 No Yes NIA +N/AI 7/16&quck O.S.B. -101-OPSF 26 29 Ga. GulfRib W 29 Ga. GulfRib over 7116&quok O.S_B. 04/122024 No Yes NIA +N/AI -116.OPSF Search Criteria Code Version: 2017 FLtt 11651 Appllsatlar Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance BrIMy Contract E1pied: ALL Product Model, Number or Hama: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outride IlVHIt: ALL inpad Resistant: ALL Deslgr Pressure: ALL Date From: ALL Date To: ALL Code ErTutyg Date Date Date Pendlno Date I11C9 Version Manufacturer Contact Enalneer & License Validated By Submitted FBC Annroval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F, Norero P.E. Locke Bowden P.E. 08/17/2018 08/172018 08232018 10/082018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 SubCategory: Products Introduced as a Result of info@smartventcom New Technology Compliance Method: Evaluation Report from a Flonda Registered Architect or a Llcensed Florida Professional Engineer PLar5822 R7 offs its „ _ .,, Awl Product Model. Number or Name Product Description Quality Assurance Contract Emiratlon Dare Approved for Use Approved In HVHZ Outside for Use HVHZ Impact $pytgtiDt Design pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +100/-100 2 SmartVent Model #1 W-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +100/-100 3 SmertVent Model #1540-520 Insulated Flood Vent 1213112020 Yes Yes NIA 4100/-100 4 SmertVent Model #1540-52i Insulated Flood Vent 12/312020 Yes Yes NIA +1001--100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent f 2/312020 Yes Yes N/A N/A 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 12131/2020 Yes Yes NIA +100%100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA .___-__ A3._.........._._._........._ ESR 3455 _ 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210 2 .....__..................._FL17244.1 FL17232.3 _ _._ ....................._....._ ..ESR-3445 . -12/3112020 HU210-2 FL10856.4 ESR-2549 1213i12020 HD2122 FL17232.3 ESR3445 12131/2020 HU212-2 FL10856.4 ESR-2549 12131f2020 HD216 ... FL17232.3 ...... ............ ESR 3445 1213112020 HU216 FL10856.5 ESR 2549 12131/2020 ................................................ HD216-3 .....-........._ . FL17232 3 .... ..................... _. ESR-3445 ......... /2131/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12l3112020 HU26 FL10856.3 ESR-2549 1213..._ _1213112020.. .................._...........-. HD28-2 .................. - - --....._..._...._.. FL17232.3 _..--..__...._....................._._..... _ __.............................._.....___ ESR-3445 - - 12/3112020 HU28 2 FL10856-4 R- 9 ES 254 . .... ... Ni.6 ....... ...................-:i2- 2.4 ... - . _ ........... ESR 3445...-_.............................................12131/2020 HU410 FL1085&9 ESR-2549 i21 .112020 ............................ ...... HD412 ..............._.........._ FL17232.4 ......................-...................:.................I........................_ ESR-3445 .... 12/31/2020 HU412 FL10855.9 ESR-2549 12/31/2020 .... HD610 ..................._ _ FL17232.4 ...... .. _.._ . ........._............ . ESR-3445 I........ ....._.._... 12131/2020 HU610 FL10856.10 ESR-2549 12/3112020 ............_................................_................._.__............._..._............._.............................._.........._.........._............._....._ HDQ410 FL17241 7 ....._.............._..................._..................___............_........_...._....._.................._......_......._.................._.................._.._..._............. ESR 3444 1213112020 HUCQ410 FL11468.11 SIM200804 #2/3112020 HGA10 FL17699.9 _ Evaluation Refrort- 12/31/2020 HGA10KT FL11470.4 SIM200803 12131/2020 . HGAM10 „ FL17699A . ........ Evaluation Report 12/3112020 HGAM1OKT FL11470.4 SIM200803 1213112020 _..__.. ........ . ..__.__.6___---.._._.-.._-_....-_.......-_......_...__....- HTA16 ..__..._..._ ..... -- FL17680.4 .................... ............._--.........._..._......_ -----........_._................................ Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/3l/2020 HTA20-18 FL17680:4 Elaluation Report HETA20 FLi1473.5 SIM200802 1213112020 HTT16 FLi7324.2 .. ..................... Evaluation Report .12/31/2020 12131/2020 HTT16 FL11496.1 ES-0130 92131/2020 HTT45 FL17324.2 Evaluation Report 12I31/2fl20 HTT22 FL91496.1 ES-093(i 12131/2020 .1........_.... _ . _ HTWi6 .......... ..................._.........:.......:.......:.._. FL17244.$ ....f _ - ESR-3455 ..... 12/31/2020 HTS16 FLIC456.22 ESR-2613 12131/2020 ......................................................._....._.......................-............._...........:.__................._.._........................_.._......... HTW20 FL17244.8 . ESR-34555 12131/2020 HTS20 FL10456.23 ESR-2613 12131/2020 HTW24 FL17244t1 ESR 3455 12/3112020 HTS24 FL10456.24 ESR-2613 1213112020 .... ...:. HTW30 FL17244:8 ,:::: ,....................... . _. ESR-3455 - 12131/2020 HTS30 FLIG456.28 ESR-2613 1213112020 ................._............._... HTWMiS_.__....... FL6223.2 ....... .........................._.._........ Evaluation Report ... 12/31/2020 HTSM16 FL11473.11 SM200802 12131/2020 ... _ ... __...... HTWM20 ................. ........................-..._.._-_- -. FL6223-2 .... ..... ..-.... . _ - _..._....._....._ .._...... _.. __........_._._..._ Evaluation R ort ._..-.. _.__... 12/3112020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12131/2020 ........ -...........:...:............................................................._._.. HUGT3 _ ... FL6223.3 ... .._..I.. Evaluation Repor 12/31/2020 HGT3 FL10456.19 ESR-2613 12/3112020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 1213112020 .. .HUS292-2 _- :.. _....... FL17232.6 _........................._.................... _ESR-3445 -_. _ _ .....-.... - 12131/2fl20 HUS212-2 FL10856.11 ESR-2549 12/3112020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 _ _...._..........._.........._-. .._....._................................_......-_.........._............................_..__..........._....._..._...-.--__.._.......-......._...._............_._..............._............_................_........._..................._........_.........................................................................._...__.........__......._.._.. HUS28 FL17232:6 ESR-3445 12/3112020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/3112020 JL24 _ .. _. ....FL17232.6 -FL17232-7_... _. ESR-3445 _....... . ............. 1213112020 LU24 FL10655-103 ESR-2549 12131/2020 ... .....__....__............. JL26 ........ _....---..........._....---__-.........._...._.............-__.._......---............_..__......._.._...__.._......................_._.....................I.....-.._ FL17232.7 ESR-3445 _--......_ 12131/2020 LU26 FL10655.104 ESR-2549 12/3112020 ..... JUS210-2 ........................................... FL17232.19 _..............._....ESR- ...._. _. .... '1213112020 WS210-2 FL10655.107 ESR-2549 12131/2020 ........................._................. ......................_.................................................................................._..................................._.._..._......_...._........................._...................................................................................................._.........................................._...._......._......_..:_.I..._..........:...I..... JU524 FL1723210 ESR_3445 12131/2020 WS24 FL10655.109 ESR-2549 1213112020 ...... JUS26 .............................................. .... . FT 1723211 ESR-3445 1213l/2020 WS26 FL10655.111 ESR-2549 12131/2020 ............................................ JUS262 . ............................ ... FL1723291 ......................:.:.............. ESR3445 i213i1202E3 LUS262 FL10fi55.912 E R-2.5549 S 12/3112020 JUS28 FL9723211 ESR-3445 12/31/2020 WS28 FL10655A13 ESR-2549 12/39/2020 ........... ............ JUS46 _...._.........-----...... FL1723211 __.__...._....._.....-. ESR-3446 ............... 1?13912©20 WS46 FL10655.118 ESR-2549 92139/2020 KLEG3 FL17241A5 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12131/2020 KST260 FL17244.95 ESR-3455 12/3112020 MST60 FL10852-7 ESR-2105 12131/2020 LSTA12 FL17244A8 ESR-3455 12/31/2020 LSTA12 FL10852-4 ESR2105 12131/2020 __ _.....__.. ._... LSTA15 _... ......._._._.....-FL97244.78 ._...... _. ....._ .... _.. _-...__..................._..... _ _.. __...............I...._......... _................ ESR-3455 _ _........ 12/3112020 LSTA15 FL10852.4 ESR-2105 1213112020 LSTA18 FL17244-18 ESR-3455 12131/2020 LSTA18 FL10852.4 ESR-2105 12131/2020 ......................-.. LSTA24 ......_ FL1724418 .. ............................... ...... ESR-3455 #213i/2fl2E1 LSTA24 FL10852-4 ESR-2105 12131/2020 'i ...... . LSTA30 FL17244.18 ESR-3455' _ .... .:.,... 12/31/2020 LSTA30 FL10852.4 ESR-2105 i12020 ......... .................... _ _. LSTA36 .. FL17244.18 _ .....:.._. _................._.._._ ....._: ... .-........-:.:.:. ,.,.......... .............._.._., ESR-3455 -......._......._...._. _ _:.._... #2/3#12020 LSTA36 FL10852.5 ESR-2105 i213#12020 -..._.._._._._._..._..._......_........._................ LTSi9 ---._ .__._.. .-_..._.....__......_.._.............I......--_.....-----....__.- FL172192 ..... -_..__..............._.........._..__...._.._......_.........._.-._..........-....._... ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/3112020 ...._.........._..__................... ...... ........._........... ..........-......_...-__.........__.._..........._.................._._..._..................................-..........._..._.......-.....-_.._1_.-......_.................._....--.._..................._......._.._.......__......-_.._........-__........--_........- LTS20B FL17219.2 _ ER-0200 ..._..._.........I..._. __.._. 12/31/2020 LT720B FL11496.3 ER-130 1213112020 LT1131.. ..................................-FL17219 2 ER-0200 ._,..,.,. -. ,........ 12131/2020 LTT131 FL11496:3 ER-130 12/3112020 ............_......................_............................................... LTW 12 FL17244.8 _ ............................................................_................................................. ESR-3455 .............-.............. 12/31/2020 LTS12 FL1045629 ESR-2613 1213112020 .............................._...................._.................._...............-.-..................._......................_.._...._....-............_....-_ LUGT2 FL47240.2 ........._.._...-..__........_._...................._......................................................................._...................._._.................. ESR-3447 ..............._..........._..... 12/31/2020 LGT2 FL11470.7 SM200803 12/3112020 MP3 FL17244.22 _ 12131120M LS30 FL10446.15 ESR-2606 12131/2020 ..... ... . MP34 .__......_.................:..,.,.............................._-.:.ESR-3455 FL17244.23 ESR-3455 I 12/31/2020 A34 FL10446.3 ESR-2606 12/31/2020 MP4F FL17244-24 ESR-3455 12/3112020 LTP4 FL10446.19 ESR-2606 12/3112020 ....I.... 1........ _....._......- ......._.. ..._........._.._... ... MP5 ............_ ....I.......... . _...-.._ ..... .. .. FL17244.22 _......................................................_...._..................-..-.._...._ .............._......_........ ESR-3455 ......._...1.. 12/31/2020 LS50 FL10446.16 ESR-2W6 12131/2020 MPH3516 FL97240.3 ESR-3447 12/31/2020 WMI416 FL10667-86 ESR-2615 12/3112020 .._....__........................_...._...._........_....._..._........_.....__.._.__.._..-......._..............----..-.._.._......_.__......_............_....__..._-- MSTA12 FLi7244.1$ ----.........._........__-.._.._.._...._................_............_......................_............_......................................_...._..__..._.. ESR-3455 12/31/2020 MSTA12 FL90852.8 ESR-2105 12/31/2020 MSTA15 FL17244A8 ESR 3455 12/31/2020 MSTA1.5 FL10852:8 ESR-2105 12/3112020 ......... MSTA18 FLi7244.i8 .. ESR-3455 .. 12/31120M MSTA18 FL10852.9 ESR-2105 12/3112020 ............... .........._.................................__......_..-........-......_........_......._..............._......_._......._-._....._....................................._.............................._..._...._..._........................................._.........................................................................._.....I.........._....._... MSTA24 FLi7244.98 ESR-3455 12/31/2020 MSTA24 FL10852-9 ESR-2105 12131/2020 ....... _. _............_...._...................._ MSTA36 _ ............_ _........................._.._ R-17244-18 _......._......I....... _... __..-_........_-....._.......---._........._........_....._ .._. _. _ _ ESR 3455 .. ........ 12/31/2020 MSTA36 FL1085Z9 ESR-2105 12/31/2020 .......... . MSTC4(l_.......................-_........._ ..... :... FL17244.26 ...... ESR-3455_................................... _ _ ..... .: ... 12/31/2020 MSTC40 FL10852.11 ESR-2105 12131/2020 ......... .............................I......... MSTC52 _......... _ _ :. ......... ... FL9724426 .........._.........._...............................................,.._...................... .. .... ESR-3455 ... ....-....... 12/31/2020 MSTC52 FL10852AI ESR-2105 1213112020 ._ ................:...._...... MTW12 I.............I.:_.:.-: FL17244.8 _.._•................ ........ ESR-3455 _ _...... 12/31/2020 MTS12 FL10456.33 ESR-2513 12/3112020 ..._........._.. ....I............ _ MTW16 ......--_........- .................._ FL17244.8 _...._........_._...._....__....__I..._...._...._-_._..._-.--..............---..---• ESR-3455 12l31/2020 MTS16 FL10456.34 ESR-2613 12I31/202t1 ..... ............. ............._......_......._.........................................................._...._..---........................_...._..._......._........._...................._......._._......._..................................._.._........._................._....._.........._.........._..-..__......_.........._ MTW18 FL17244.8 ESR-3455 .........._..__............_.._......_ 12/31/2020 MTS18 FL10456.35 ESR-2613 92/3112020 MTW20 FL17244,8 ESR-3455 12/3112020 MTS20 FL10456.36 ESR-2613 12/31/2020 ........ ......... .I MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/3112020 NFM35X12 FL578.2 Evaluation Repot 12/31/2020 M8HA3.56111.25 FL13904.6 ESR-2616 1213912020 ........... _..................._................._......._..._.__..._.............................-......................................._._._..._.._..........................._......._..._............._........._........_._.. NFM35X16U _.. Evaluation Repot 12/31/2020 MBHA3.56116 FL13904.6 ESR-2616 12/3112020 PAU44 I..........-F8.3 FL17239-13 ESR-3449 12131/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 1213112020 ._...._ ..I..... .....I ..... ........_.................. PAU66 .. .- ............:.......................::......... FL1723913 ....... ... ,:. ...... ..... ,.. .. ....::.. ESR 3449 . _ _.... :::.... 12/31/2020.., GLTV3.516 FL10667.8 ESR-2615 12131/2020 .......I., .__ ....__.......... I ................. PHD2A .........._. .. FL17219 3 ....... .... -..... ,. ER-0200 12/31/2M FGTR FL11473.2 SIM200802 1213i12020 _ .... ................... ........ PHXJ3516 _............._.._........_. _. _FL1724120 _.............. ...... _ ___.__ ........................._. ESR-3444 _ . ___ ...... _.__ ...-. .............. .... ...._-- .... 12/31/2020 CS16 FL/0852.1 ESR-2105 1213IM20 --------__-_.._.._..-...._...._........... RFUS - --......... FL6223.5 .. _ ..... _._..._...._.. - - -- -- ____.. . Evaluation Report .... ..........._.___... 12/3#/2020 H1 FL10456.5 ESR-2613 12131/2020 RS150 ...... ESR-3455 .... ........ 12/3112020 H30 FL10456.6 E R- 13 S 26 12131/2020 RT95 .. . .427111.11.1 FL17236.3 ESR-3448 i2/3112020 H10-2 FLID456.7 ESR-2613 12/3i/ 20 ............ . _......_............................... RT16-2 ...... _.. :. _............................................. _.... 1........ ..................._.............................11 FL17236.2 ESR-3448 12/3112020 H10A FL10456.6 ESR-2613 12131/2020 ._....._ ............ _..............._...... RT16A ......._ ... ._.-......................._....._....._ FL17236.2 .._I......__ ._... -..............................._.........._................_......_.................. _. _... ESR-3448 .... ..._. _._._... 12/31/2020 H3 FL10456.13 ESR-2613 12131/2020 RT3A . 6.3 ESR-3448 12/3912020 H4 FL7{i456.14 - 13 ESR 26 1213112020 RT4 .17 FL17236. 3 ESR 3448 12131/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/31/2020 ... ........_.....-........................................- RT7 _.-_.. ._ _ FL17236-3 .....,..................................._........_......_..-.......... .. -._ ._..... _...........-...... -_ ESR-3448 12/31/2020 H25A FL10456A2 ESR-2613 12131/2020 RT7A ESR-3448 12/31/2020 H8 FL#1470.3 SM200803 12/3112020 ....... _....._.... RTBA _....FL17236-3 ... _.. ..........._ ...........................I.....—_......_. FL17236-3 .....- ... ESR-3448 12/31/2020 SPi FL10456.41 ESR-2613 12131/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12131/2020 ....._................................ SPT24 FL17244.31 ....... ESR-3455 :............................ ....... ........... 12/31/2020 SP4 FL10456.43 ESR-2613 12131/2020 ._.............................................................................................._...._.................-_.........-...._........._................................_....._......_._.............................._..._.._.............._......_......................._................................_...................................................._.._........ SPT4 FL17244.32 ESR-3455 12/3112020 SP6 FL10456.44 ESR-2613 _.................................._...... 1213#/2020 ..................................-...._.............._........................................................_..................................._.........._....................................._.__.........._.............._..-....-__.....................__..............._....._..._.........._............_........._...............I....._......_.............. SPT6 FL17244.32 ESR-3455 _ 1213112020 _._ SP8 FL10456.45 ESR-2613 _.._....-...._.........._.... 12131/2020 ......................._........ ..... SPT8 ... ._ ._................_............... FL17244.32 -_ ..--.......-... __..._..-..............._.... ............................ ESR 3455 12131/2020 SPH4 FL10456.46 ESR-2613 12/31/20Z ..2...... ......... ...................I....... SPTH4 FL17244.32 ......-......_.................. ESR-3455 ... ....... 12/3112020 SPH6 FL10458-47 ESR-2613 12/31/2020 - -- -... .. ...... ... . . .. . .....I SPTH6 ................__......... _.. _ ................ ._ FL17244.32 ,-_.. ................._... _ ........._ ESR 3455 ... 12/31/2020 SPH8 FL10455.48 ESR-26 13 12/31I2020 SPTH8 FL17244 32 ESR 3455 12/31/2020 U24 FL1fl655.141 ESR-2549 12131/2020 _.__............... . SUH24FLi723213 _._. .._....._..-ESR-3445- _........__._ 12/31l2020 HHUS282 FL10655.3 ESR-2549 12l31l2020 THD28 FL17232.16 ESR 3445 12131/2020 HHUS410 FOC655,4 ESR-2549 1213112020 THD28 2 FL3723216 ESR-3445 12/3112020 HGUS5.25t12 FL11468.11 SIM200804 12131/2020 THD410 FL17232-16 ESR-3445 12/31/2020 HGUS414 FL11468-10 SIM200804 12131/2020 _ .. ............... ............. -- - THD412 _.._.__. .. -- FL1723216 - ^ ..._-_...._......................_.._. - ESR-3445 .....__..__.. 1213112020 HDQ8-SDS3 FL10441.1 ESR-2330 12131/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 .... I.......... .. ...._..._......_.. THDH414 ......___._11.... ...... ._. ......_......_. FL1723217 _..._._........................................._.... _....I............._..__.-_.... ESR-3445 ........ ........_.. 12131/2020 MSTAM36 FL11473-19 SIM200802 12131/2020 ...................... ...................... ............. ..........................................-........................._............._._................................._..........._.................................._.._.._............................................_.,.._......_............................................................_.._.._.........._._...._...................._.......,.......... UGTS3F FL2033.1 Evaluation Report 12/3112020 MSTCM40 FL11473-19 STM200802 12/31iZ0 b ..................................._..._._..........................._........................................._...._........._..._......_..._........................................-._............_......_........_..............................................................,........................._...._._..._....__.................._......I....I................ UPHDB FL47219.5 ER-0200 12/31/2020 HHETA20 FLi1473-9 SIM200802 ....................................... 12131/2020 ......_.._..............._........_ .__........_.._._........_....................._............................._..............__..........._.._......_........_....-.......-........_....._......... - - _-...._....._._................_........._._..............._._................._..............._..............................................:........... _ LGT3 SDS25 FL3147 .7 0 SIM200803 12/31/2020 _ - - LGUM26 2 FL11473.12 SIM200802 12/3112020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET wim As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if 4h...r -All I.w , dt11-. ..A w.. 41s... w ..e. 6n,w4:wn n nw# f- ,.A.iw 1. •r nnir rinn 4fn. m Categoryf Subcategory Manufacturer Product Description Ap royal Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth-StarON-IMPAC FL20461.1 +6 7.0 7.0/-6 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON4MPACT'j FL20461.6 -67,0 +67, 01 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON4MPACT) FL20461,9 +67.Ot-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ONaMPAC FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67,01-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCrait, Rustic FL7640,1 +67.01-67,0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332,5 +40,0/-40.0 psf 1213112020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279,37 +30.01-32.0 psf 5/21/2028 Clopay Building Products Residential WindGode Dods W5 (16X7) FL15279,53 30.0/-30,0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0/-42.0 psf 5/21/2028 Cl a Building Products Y Residential WindCode Doors W6 16X7 ( ) FL15279.102 +37,01.41.0 psf 5121/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Sues 185 FL17499,2 +50.0/-155.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 40.01-40.0 psf 4/3/2023 PGT Series 5520 FL243 4130/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/3112020 PGT Series 5500 FL261.1 NIA 5/26/2021 E. OTHER 3, PANEL WALL Jaynes Hardie Building Prod. Gem lank Lap Siding and HardlePiank Lap Siding FL1319Z l - FL13192.2 A. SIDING NIA 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4, ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underpayment FL12328.6 NIA 10/18/2021 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1691& I - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2020 Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 NIA 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 1213112020 All American Shutters &Glass Galvanized t i Steel Storm Panels FL17869.1 NIA 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart 1.------ -- - -- -- __ ANCHORS Simpson Stro Tie ng- see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates . FL1999.1 - FL1999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser erhaeuser Rim Board LVL PSL LSL -f 6527.5 FL6527.1 L N/A 3/31/2021 D. MATERIAL ei Cast -Graf Corp.Co rP Strength Concrete Lintels � 9 FL158.1 N/A 5/212022 Commercial Concrete Products, Inc,High Strength Concrete Lintels FL1774 N/A 5/25/2024 __,__ _ .. _ d product approval at Ian review. I understand that at the time of inspection of these products, the followin The products listed below did not demonstrate p c pp p pe p g information must be available to the Inspector on the jobslte; 1) copy of the product approval, 2) , _ .__._ .____ _. __ ..., - ____. ._. _..__.__ _. _. -__ _ .._. _._. .. _.._ ___ _...._ ____ _.. .. _____. __ _.__ ._ __._._ 3 __.. - - - -. _,. _. - _-__ _ __ _. _..._ _I.__ - -. _-_ .___. _._.__._..__ __.. _ i_. _.__ __. ` _ _ _ __ - _ _- _ - IrL -._,_.__.. --- __..._,_____,_._ _.__ ., __ ___.. .-..__..-.�.,-__,-__....... � ,---_ ___;.w---..._m_._....._.-.._ _ ._.,_._..-�_..-_._ .-_____a�___- ___...- __..,.. ,__--._--_.._.. -r_. ____._... ...___-..,-. -.,.___ ._..._...-_.._I ___ ____- __ _ ___. ____ _ _..-_-_-__ _____._ ___.___ _-_--_.___�___ _______ _ _- __._._ ___ - -- - i I --___-- __ ---------_.,- --- __._.---- _....____ ._----_ _...._---- ------ , --- .___- _..-_ _ . _ _---___._ -_� __-_.; - ---- a r - APPLICANT SIGNATURE DATE Cll O > U CD O O C CU }+ U 0 Al 0-.� ^ t/J ^' ,- = Ca CoN O L EL C O a) CU C O O a-=/ Co U_ 0 - M > fA .Cn N � 4-0 Co Q _O Q z 0 W J E CD a) C_ n M O L_ Q_ d< U '0 O - ^ 'W' V^ , M VM 0- F- L_ w 5-- a a N Z Z a J d SHEET N0. PA 1.0. It Is ya) V! > 0 +-+ L t� W 'CL O �1 = cz I..L }s •� U t7t U cu /-� O Y.i O � O � � � O 4/-}�0 O '^ cV V �'^ ism L � V ! {,,^{J '�"a vJ Q CU li �f ) +J ch _ �R `v > 0 Florida Department of Business & Professional Regulation Pg. i df8 Building Codes and Standards 12JI22018 Product Approval PP .Application Detail Florida Department of Business & Professional Regulation No. Sol Building Codes and Standards 12/1X201e Product Approval Application Detail Florida Department of Business & Professional Regulation P.9.1 d t Building Cotlss and Standards harm+a Product Approval Application Mall Florida Dapartrtertt of Business & Professional Regulation leaps t a t Building Codes and Stenclards lmmta Product Approval Application Detail Code .. Entity or gllk 2kil pets Penance Drte 7YEE Vent, Manufacturer corned L31glneerBLlttnse Vdldrted By Validated Submitted FBC Approval Approved Saws RBVNIon 2017 Therms-Tru Corporation Rick Vvtigin Lyndon F. &hmldt, P.E. Ryan J. King, P.E. 10/152017 07/1212017 101IW017 12/122017 Approved Category: Eldedor Doom (419) 298-1740 PE-43409 (873) 767-6555 Subcategory: Swinging Edenn Donr Assemales rickworwDldgcpnsuNaMs. Compliance Method: Evaluation Report from a corn Florida Registered ArchNed or a Licensed Florida Professional Engineer FL1rm461-Re Pro'tlud'a Oueiiw A ... mnce Approved for Use Aeoroved for Use Impact Deals, Sepa Product Modal. Number or Neme Produts Description Codnct Expiration Date 1, HVHZ Outside HVHZ Resident Pressure opaque 121312020 No Yes No WA 1 a. ThormaTru Fiber -Classic and Smooth -Sea Composite age Fi Fiberglass Composlle Edge Fibergass Single Dore Dow pnswing/Oulrrdng;X configuration) 6 f. Therm&Tm Fiber -Classic and Smomt-Ster Nominal 88Jg9;0 &quoIVon-Impact" Opaque 12/J12020 No Yes No WA code _ Entity or 2911 211 Date Pendlna 2a Twe Vemlon Manufacturer Conrad Enalnser& License Valldrted IW v.ue.ted Submitted FBC Approval Revision 2017 Thermo-Tru Corporation Rlck Wilght Lyndon F. Schmidt, P.E. Staid N yr1 Ryan J. 7-65 P.E. 1?/13/2017 17J132017 12212017 02/132018 Approved Category: Exterior Doors (41 298-1740 PEd3409 9) (813)767-6555 SupCatagary: Swinging Exterior Door AssembliesricWowbldgconsuNerlts. Compliance Compliance Method: Evaluation Report from a com Florida Registered ArchNed or a Licensed Florida PrWnlonal Engineer F1�.?'roauets pualitvA s n e Approved for Use Approved for Use Impact Deslen Seos product Model. Num bar m Name Product Description Codnet EsdrationcDets In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic anti Smodh-Six Nominai SMS;8&quotNon-Impact&quot Opaque 12nI2021 No Yes No WA Composite Edge Fiberglass Sigle Don (Inawing/Oulsvdng; X configuration) sea J� 20 no f�M 20 � � � =� %�=� Yr�m �� r Rovbbn 2017 7hema•TN Cerpere8gn RIdcNMght NMbrlAoned9a1bn5 Ryan J. Kkq P.E 17292017 09212017 122L2017 Approved CeaEtedor Doors (419)2WI740 Marrageniam inairds (813)767-mm eesoine ay: t#vlgIng Easter Door Ae wkkN rldtwQiabldg-IlleMa Cleoftmo Meto& Cw#Roftn Mark or users porn F�eJftikBa.P�4 Aaa�CYm &LIMMdALMe I� � hag ,( Inkya TOGS REM�t P- 1 a aP� and BWotBenehmadc by 60 and aV Opaque and Glaud Faergim Door wall W31R021 rib Yw No WA Thenna-Trutlpmt and vrMout SWaaaa lnwhg and Outlasting sm Seca 2* 20 IM!!�M 20 � � � �� g =d�BMW �� Raviaierl 2017 TMnns•71u Corporation rDdc Wright Na6erWAowedlfsibn8 Ryan J. King, P.E 12I202017 119121112017 122212017 Approved Ca- a) 60wlor Dona (419)29&1740 Wrrageronil lrlBr (813M-6555 srdlcargery: Swinging EAWIW Door AsantlDW rklcw® neuluds. Compliance McMOA CMlNoetlon Mlek or Us" Cord 13a10it Amnmrs�Wa Am1�JW � Yaaim Bane ao In HIM SiYdle,wi� RWAIM P- 5 aBProt;SmooM-9MrliquotaMBWokaend atc by 64 send 8A Opaque ad Glared Fasow Door Mh 1213i 2+ rib Yee No WA Them*-Tru&*Qt and without SMeWa lnahp and Oaawkp Composite Edge Fiberglass Single Dow 0nswingJOulsMng; X eoMlgurdtlon) 6 L Therma-Tru Fber-Clnslc and Smooth -Star Nominal 0W9;0 &quot,Ncrrlmpagt5quol; Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Don pnswing/tkpswing X comguration) 9 I. Therma•Tm Fiber-Clesslc and Smodh-Six Nominelfi&At19;88quot;NorHmpad&g4ot; Glazed 12/31202D No Yes No N/A Composite Edge Fiberglass Single Door (InmingNOutsMrg; X cordguretlpn) 9 I, Therms-TruF er-ClasslcaM Smooth -Star Nominai 6Bdb9,8 &qudjJon-Impact&quo(; Glazed 12/312021 No Yes No N/A Composite: Edge Fiberglass Single Door 0nsMng/0blsWng; X Configuration) 14 n. TharmaTru Fiber -Classic and Smooth -Six Nominal to Edge &quotNomlmpad&quote Glazed 12(312020 No Yes lib WA Composite Edge Fiberglass Single Dox X n. er111 N er- ,m C 8 er 0 qu OfM1 o ; M 0 e2 Composite Edge Fiberglass Sirgle Dod (InsxMg/Oufswing; X emfiguntlorg pnswingaaasMrg; configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Pape2 ar2 1=2020 Florida Deparhrbrrt of Business & Professional Regulation Building Codes and Standard Pape I of lavmle Florida Department of BuaNraa & Professional Regulation Building Codes and Standards Pre 1 d I +alwo Florida Department of Buskma & Professional Regulation Building Codes and Standards Page I of V&Wia Product Approval Application Detail Product Approval Application Detail Product Approval Application Ostall Product Approval Application Detail F(5337rR3 Pradna . GualllvAssurance Aeorovedfor Use AO WddPonUse esgpgt Dal9D Sean Product Model.UMINU Shame product420AL MI ContractE112020nData inXVHZ OutsideMYHZ Resisfard Fissure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXN 127312020 No Yes No N/A 145-IES420ALUMINU NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 42DALUMINUM SGD OX, XO, XX 17J312020 No Yes No N/A 96&quotx80&qua;NON-REINFORCED SieOs AW" Qsis 20 2OLh n 21M Iml � Silk S� S�Lfam 3NUNEM ydkwd Bills" FegAgg�( Amy to& R1,411on 2017 Cbpay BW4hg Products Company mwkvMs" Id Mask Testing Samloss NA, Gery Pkehler 1lrAW17 GVI 2017 1Z%=17 Approved Cmtegley: F]ONbr DOOrd (513)T70.8082 Ina (619)619e558 SACM"wr SoWonal Extoller Dow AaMNr9M navwer9eM@doMY.aom Stasis EuaK 2MI QSM 2OLhoft 21M Song ridm S 21WO �j-Ly�g ,1 ydift figisa rm FWA,,-1 Amlmd ahem PAVWN 2017 Calow Building possible Cargeny Mail YYaabrlWd ebrak T@dkg Serrlrs MA, Gay PhWftr 1129=17 0d10R017 12JOSM17 Approved Calagny: oasrbr Depa (613)7704f082 tile. (613)518-0586 DWNSeagory: Socialist ExWlor Dow Assemblies navepleII, a"psycan SAOI tistlM.e[ g!a QMM 9okb m 2Mk I>m Varslm 1 22091 LMbMllle- xisimm L ri� aailatmd F&CAmmml Ammatl AMR Revision 2017 POT Mduekiw Don Rork MWr9-Dade BCCO-CER Mann -Dade BCCO-VAL +2rSI 11=017 122=017 Approved Catogaip 9aetOr Dona (941)485-0100 (788)316,2690 llrhCareaw+y. Safig Exterior Door Aaemr*Isa dNmkQpgaldgWteaewm 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD R EINFORCED OXO 12/312C20 1453l4&quotX96&qua', No Yes No N/A Commissariat meow* Ced6setlM Mark or Lieft CaagYrae"** Owtillsdan Mark or Us" COapaaape miWlod GtltllaMan Marko Llgig 4 5 SERIES121ALUMINUMSGD RE] NFORCED SERIES 420 ALUMINUMBGD REINFORCED SERIES 420ALUMINUMSGD REINFORCEDOX, 12/312020 XERIES4 0ALU 86F.qud', 6ER1FS 420 ALUMINUMSCD REINFORCED X)O( 12f312020 14MqudX96&qud; No No Yes Yes No No WA NIA El .ego ace 37 037 g5-09 PAN-2F16+: Bail, 94. 73, 75,1500, 190, MSteel E Pan (min. 239a) Single -Car (up to 9V wide) 0521riM Assuaged for the MLd 165� IMF No Yes No � l -30 PSFAV P{ef62n44produces , �� 53 053 to&1S PAN-2F153: gory 94. M 76, 15W, 190, 4RST. E i 8toM Pain (min. 25 ti Doubla4w Wr to 18V 05/212028 A�ig:� AM��lA1e IOuytz ii No Yes l� Bofto No Dealers � N O PSFI-30 FLNM4t2l products ace 10 SGD-6570 amps Mak Mpsat) i WillSlkleg Gar Door OM14rMl ImMC Si11tlm 10.1 liial.� amm Yoe Y" Yes WA 78V, 4RST, 4RSF, a =,, BRBF, 2RST, 48, 42, 65, 46B, WILDCODE88174; WS drape Door PSF 41118F, SRST, NW, 48.42, 65, 40113, 428, 555, OD68, Mats) WIMCCOCEIM11,+74; W6 Garaga over PSF 429, 558, GD58, GDSSV, GR55, GRSSV, ARSE. ARM, GD58V, ORRK GRSSV, ARSE, AR58V, ED5S, ED59V ED68, W63V Florida Department of Business & Professional Regulation pop I all Florida Department of Business & Professional Regulation page 2 af3 Florida DepaMant of Bus4ass & Professional Regulation Palle t d t Florida DBpaMant of Bushm & Professional Regulation POP I Of I Building Codes and Standards Isola Building Codes and Standards 1202D20 Building Codes arm Standards Isola Building Codes and Standards 115120111 Product Approval Appllceticn Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FIMIUy417 Fydtt499.R5 Pratlsr'JF - 13atllz H YM Vwdw FAVMN 2017 Sim CURRIES DNWon of AADG,.irc Crgery: ExleM Dona SLAClaagory: Eldarbr DoorCarrporlame Coepgmce MatlroA Certllloatlm nark aiLWlg Contact Enab Maideeme VWhkbd.By Dade Der UL LLC Ted Bsm en, PE (541) 494,2844 (305) ON 4707 deve.ded�reeWby.m m Vfldabd LimaMd 11130=17 iOrJ&=7 POIC Amagoval Approved 12052017 IBM Approved Siam Sys! ridm Revision 2D17 llama Clepa4r Bnadi g Products Congeny Dom ay: Finlalwr oN aWCetogery:8edbnel ExWbr Door Assemblies Cempaewall I I CeNlastan MMkorLWkg -9r 22ow EaahMe.&l�ar lfNWtldmL Mad VbsterMld 1nteMk Tee," SsMer NA, Gary Phwhbr I (6i3 (613)77 adde na )6194MB8 naraatedMaQabwy.00m Qek .ie 6a yimm & F 11292017 oemoMI7 Ida Am®Md 1200502017 ammo Approved SAS min Version Revision 2017 alb Cbm Building Ro*kb CM"W Caagay: Eldenior Dales Cenparres Weaned CmUk Han Mad orUlft 1 st[ card" fasiNSMLLMM Wddredev Monk Nae m IS Ilrto Testing Swirlor NA. Gary Phaaa r (g19)770-BOB2 Ina 13) 1 nnveMrBeldlddopay4lom 21k 21k Waldemar- 291 Validated Asitaim CIG.Nrox9xN Adwad AM & 1 i2MI7 GIVIGM17 12m52017 Approve eerlrarlca Approved for. Use Apprayealmuse IMP-W 9 m1 Sea Ib Rwduet Model. Number or Name Product Description Domrad Expiration Data IDHVHZ Outside HVHZ Resistant $aamr, 2 185 SH 52x72 fin/Flenge FAeme IG/SG Single Hung 10/tl62023 No Yes No t60/-60 Laminated Glass FLANIM40 Pmdusis Lae ENAMMANdEJUMAKALMM 9MateAUMmoe peeked, pmoiwnI, Averaged for use Adise In Hinz aukk t= JIM" Roma Qlam P- sae EMAVURIAdjwmktRLNM QuWftv Assaranow, EMASLUMMUM secklAzodmoRnak Answered list ter Am®LdforUm Is HVHZ OA" m mz lmmM ®MIMDI Dealing, Eorum leaf MdL lifianbeir or hilaw, Qmdhveurriallas EMOMd2ogdOw soommubwb&ABO AeaoredINUss A®dmtlMe imam QI2ma In WAR pubio M HZ BesMMM ea9age, • - 1 807,707,727, 747, slid 647 Single aria Pals of Dean Fk*h, Gassed. and Louvered single and palm of 12131=6 hobw M W daord. Yes Yes Yr WA 05 005 Yk101,09 PA"i!113: 73,75,54A, 94.42,48.42B, 48B, 4RSr, BRSr, GDba, GRIM, ARMS, ED53 Steel Pan/min. 25 ga) Skga-Car(up to 97 wkto) 05mlr2 8 WWI DCODEM174; WB Garage Door No Yr No e38 PSFI-42 PSF 102 102 V&1S PAN.2F153: 73, 75,84A, 94,42,48,4213,48& 4R$T, BRST, ODSS, 011511, ARSE, EDSS Baal Pan (nkt. 25 ga) 11oubloCar(97 to 107 0521f2028 were) VA DCODEJUH74; WB Garage Door No Yes No •37 PSFI-41 Pap CIO (D Florida Department of Business & Professional Regulation Building Codes and Standards Paget ar2 + m^<D2D Florida Department of Business & Professional Regulation Building Codes and Standards Page2cf2 srz72a u Florida DeparUrant of Business & Professional Regulation Building Codes and Standards Paga1 di laws Florida Department of Business & Professional Regulation Building Codes and Standards Pagel oft I211r2@0 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Datell Product Approval Application Detail "'"'"'"'-'- ', s .` ;, •-, . Code Sy)2e ymlea Revision 2017 FL#75349.R72iroducls Manufacturer MI CategoWndmry: iced Doors Cates l.gorynddvre Subcaegory. F eat Compliance Method: Cendicepon Mann or Listing -. @ntln ter Cmtaz1 Enelnrr8 UCer*e Velladed By Sloven M. Urid, PE &ant 3ulinger American Aes Association (717ngenom00 MenufecNrem Assacia[lon (717) 317-645-0 bsitlinper�miwtl.cnn ' We Date yg �ygpygd 06I0420+9 D6ar42D19 _ Date-Pendaw FBC Approval D_te Approved 08ro7/m19 _ Ala Approved 9if�9. lkgt Version Revision 2017 FLN243.R22 R'M1hiMc Manrrradurer PGT Industries Cxe9ary: Windows Subcategory: Fixed Gomplance Method: Certification Meer n Listing BdIN or Dggugt Endnear&.License Y WA12a av Jens Rosaxsld Mleml-Dade BCCO-CER Mlaml-Dade BCCO -VAL (941)486-0100 (786)315-2590 IrospxsklQpptindushres c om � 20 Date Pentland iii� )(gggyld slim FBCAmroval Aan(aY6n 0225/2020 01/272020 0220/2020 e9ti1Y5 Approved Heat in V!� Revision 2017 11 POT MduWW CWgory: VVFldowa BriCslepmy: leHung Compliance YWot Confiscation Mark orLWing inY�$ � ti�L� Drrl Ruark MWrFGade SCCo-CER MWnFDads SCCO-VAL (911) 458-0100 p88) 316,2590 dnratnpp9tlnduddee.Cam Qua 20 m � A �� /2QA=17 12N8/N17 Qiba AMaW 1225r2ot7 AMtm Approves Sank . . �� prpdud Model. Number or Nartw OuaIIN A ce Aoorovad for Use A d for Use (mg6g peslan Product Desdrdlon cpmraca Eminllns Date In HUHZ. outside: HVHZ Resistaut Pressure . - souk 1 Pradirpt Model. Number or Name 185 P1N QualityrEmInati nca Approved HVHZ Doe AP Outside HVHZI. a Product Description Contnd Emlrmlon Oele In HVHZ Wtslde HVHZ 73.72 Insulated Glass 04/03l2023 No Yes Irdpaaf Resistant No Pressure PressuVallonre ♦601-60 3a p d I N or ace OualkvAssunnea Pro critl n 1 rail., D Aoprowdfar Use Aoorwodln Use In HVHZResistant Pyre ' �e 7 SN3500 amps L%ob Impact) & VMyI Single Hung vvYaa l 07/3W.Wo Aa IMs A�Yd.ffiSNa YL}AQz li�lmz Yea Yr Sty Yoe iiealm E�10 WA 6 PW-5520 (Largo Missile mRad) VinN Rxed Wndox. 04f302025 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards papa 1 of +at2a+e Florida Department of Business & Professional Regulation Building Codes and Standards Page I of 2 120=0 Florida Department of Business & Professional Regulation Building Codes and Standards Pegs t d I Isola Florida Deparbrtertt of Business & Professional Regulation Building Codes and Standards Page I or Isola O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail e•• 2a Imp Vatic RVAWN 2017 ! Thom*-Tru Corporation Caeawry'-E10nbr Doors SubCobgayc Delights ExteMf Door Assemblies Coap9nsr OWio* Evaluation Repot from a Fbrike Registered AM6sd aia Lkm*W Florida ProlesabnM EnWnear Edkz YdiiN silt Rick vaipht Lyeda1 F. SCMidd, PE. Ryan J. Wog, P.E. (418)2864740 PE43409 (613)7674566 aria. corn ➢sic 20 ydmdm Qah.1Ed IGMW017 10MA2017 2iftbalift FWAa-'Y 10222017 Qsls Aaw-d IW12r2017 ilia Approved F1'a1 1. A W,:e51 ,.ems: �, - _ oualMAssurann Aporpyeaforu Apprsvedfxu.. Imea41 QBfl41 P A�rA11 Si9� Ions VKDI= Revision 2017 PLM14Hi Pmdnree Jam POT irwaintes SubGbomr. Muara CsapeMma MMrc* Codification Marc or Luting Fe1MIor Sashed e�eMlllMMt VsadeldAL Drn Rtmrk MIMraoedeBCCO-CER MMWAQ@de BCCD VAL dal NnA0urlee.mm P88)31e,Z6W 20 20 QglsLn.oa XdWesd Awm d IIPAMMId 12105 017 11/152017 20 Aasss.f 12/092017 AWN Approved Setae lies Vgden Review 2017 jklaid 0o[ James Handle MA&V Prodrb, Ira Cetogpp Pedal lMae ow4obwr: SMlg Cwap[mm►MaNm* E-veivatbn Raped train a Florida ProMaboned Eneeton n e Lloemed FInMe EMMLet Goaded fs91MtlLlreme YeatlMraalL PkgMmrg Zhu Ranald 1. Oppose John sauumm, P.E. pinge"AluOL� dle.can 20 20 2ML&O M Rik iml iWaEad VOCA9a@MI Aoomlad lore 0111FAW7 OBfD92017 062g2017 10`102017 Approved Laa. 2 5764 Verbal Aluminum Mulfon 12/J12020 f4o Yes Yes N/A EliLG404MProduaM AaMovedfar Um ! MYas IFI SiYYY.mAz taMaa Qelm Srissars 6e1f] l CL aeae Prs*ml YwdeLNunlrrerNM gMdk AMMmra Product Description conwdaokatlnpb AmDi>�Qm Aa�.ERSIm Ill WAM OLftwo iJ a PA§N nor ROW pressure I MuamsforA1 Deers MaV1*1 wa Atomiunn Wastesc YU m em2 Odk"HVM hallow E9Wm 1 a aquotleberChaidelliquot, 8q+ctSnlood0w&wjok. BU39;8 tigrctlapevt8quot Gassed Fberglrr 1241=1 No Yee Ya WA 1 COMPIN c Lap SMIg aar-omnent top eMleg 12131=21) Yes Yr WA WA &quatC s8 iqual; or aquotGnsicerstr BMgle Don - fin maps" or OrdeMrg Configuration Ruslk6quot iMarsnsilMa "s"Isass, cin LN L V °- ' ^ Florida Department of Business & Professional Regulation Page t d 1 Building Codes and Standards +a ao+a Florida DepaltRlent of Buskers &Professional Repletion Peps t d I Building Codes and Standards Isola Florida Department Of Business &Professional Regulation Pelletal Building Codes and Standards Is ola Florida Depelrfnent Of Business & Professional Regulator P.g. t d I Building Codes and Standards Isola Product Approval Application Datall Product Approval Application Detail Product Approval Appticaton Detail Product Approval Application Detail MM� W PM319A.E SietalffiA! 1 B!lif8 ;im Imp Vgdm Revabn 2017 Mmub um James Harole BuildingProdrdm, ton Cal pory: POW Wells MdrCudeemy: Stairs Coop.. Me9nrA EvNwdat Repot ftm a Fbrlds Reo' - Archbotora LJrred Fterlde Robnkm l En*~ E Abm SdDMe! Enw es tram6 YsiWBsamt Pppatwngnel Ronald I.Ogawa Jam SwOold, P.E. (Boa) 34"W PE4"21 (362) 367.2528 Wnyhangzh I@Jrreer de.s" SMM 20 Moll d SL*,VMd 08262017 06a)92017 2MLEMSM MAmaml 06108121117 21M Automated 10402017 aSffim Approved Silts ]Yon Veabb Review 2017 I Jamr Wale Building Products, Ina Catogoryl Penh Wass Sc*ICatepory: ailing Cox4dkn s LW& A Evelustbn Repot from a FkHlds Re9Warad Ardnbd or a lkared Ftotda Promseebnd En~Professional SMWL9[ SWn11M EMhru311 S(atldstdStY Zh FE go.g Zhu Rork) I. Dow." John Southard, Re (OR 3492W PE24121 (362) WT-2 8 Pingshleg�r da.mn 209 Qsl! Ql badw life YSIWMd aaMeaid FWAma1d Asserted 08rIM17 o&vaw7 011IMM17 IOROM17 ANN Approved Siam mme VfaWa RavWW 2017 mindistatia AbW Calagory: plead Wgb arothospa:Sam CompWrw, Mdbo* Evaluation Report San a Florida Wl sedgy boot or a Ucw* d Florida ErAN or SBasM EodmffAll m mdwd bt Nick Thompson Lyedore F, SC mM1, P.E. "n J. King, P.E. (330) 822490 PE-43409 (8+3) 7BI-0686 ntwmpeerlpatftmn 21t9 21M 2ifthaM mild" lVkdMa FWAMOrM IOID20 417 10u032017 10n12017 Site AMm(d IV12=17 low Approved Silas Sme rides RWAM2017 Nt Illrmlfetint Alaide Western P" Wells Coapgema reaoa* Evaluation Report Earn • Florida ' -red AArrMIYd or a Licensed FilmMa Balks Cofift 1 ISAWMiINM 3mmoo Jac Mck'nso pearl Lyrome F. SdanldG RE Ryan J. King, P.E. (3 O"� PE�3409 (813)757�65 MO IMIa QaW.Elmm 20 V1tlWeda a1MflMa t'SCAmroal Amend feSWt 1011)41=17 1OMM17 1N112017 12/12=7 Approved LJJ z SMo! rae,iuctQeeed9um s mDde Aewevvedfor{M! A,,,,Id inFrAm far We OldWamlli IMMd animars 21M p� ace Aa,,,,W tor iMa Amrovai1ffiuse !mood In s,aueetrna ltalitiMt 21dm !ri>!>ss Erne product let. Naindwar at Nown gooLawwwo Product Deswkdm SSE Via AlemudJim U! A0or@vW wthas In HVHZ Cub"HVW Imm Balkstat 21MM himea seat gmdkAMYmm AgDFGWW far QLL dmayW.forUm kSM 2290 IBm11>z OIdd*FNM masbftt Pos@Wo z Q 2 HLtW- rk Lap Siding NW-OKM* cp swing 12/3120D Yes Yr WA WA 2 HwdbPm* Lop Slag flier -cement top aldkg 127J12020 Yr Yes WA WA 1 a &quo42r8rp4 Sole Vent or SON Vleyl Sons 12/31200, No Yes No WA 2 b. AquotAftwoo T4116gl101; Soak V m m son vhro Sera 12/J12020 NO Yr No WA J SHEET N0, PA 1.1 d r Florida Department of Business & Professional Regulation Page 3or3 Building Codes and Standards 111112920 Product Approval Application Detail Code Entity or Lte Dot. Date Pandino r ]Qvafflga BDgf59igrt cartel Enlneer&Lrose Validated By Validated Eg9mtted FBC Approval Approved �((( Revision 2017 GAF Micheal Stich Robed Niernmen Jahn W. Knezevich, PE 12111/2019 12/11/2019 12f18F2019 ring FBC Alban Category; Roofing (SOD) 756-3411 PE-59166 (954) 772-6224 Subcategory: Al Shingles mstleh@gef.corn Cortpllance Method: Muslim Retain from a Floptla Registered Ardd ect or a Licensed Flonda Professional Engineer FLa10124-R25 Praductes Quality Assurance Approved for Use Approved for Use Impact Design a-- C Product Model. Number or Now Product Description Contract Emirdim Data In HVHZ outside HVHZ R I Press- 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-lab, laminated, 5-tab and 121162022 No Yee NIA WA hoAridge asphalt shingles I3 2a hoe Yt nmm VAnLqmuw Revkbn 2017 LV. Thompson, to ohs Thompal NOWftM Metals Company frAMCO) 0esegarY: Rodeig Su00Wgary: Rootlsp Aoanokn that on an MM M Part of the Rooleup System In 9ahes mabok e4auatlon Renal* ma Fbrlds Rapbbmd Architect ors LW od Fbdds PMMNW lErolmer )< 3 TAMCO C642kge Rod Vent with Bottle Florida Deparli ent of Business & Professional Regulation Building Codes and Standards Product Approval Applicaton Detail Enter cAn" Eashaser&U ee Tony CWWWA Zachary R. Pdrt (813)248-3450 PE-74MI Wmnaaarete6eolh uxem 26 go. OWN mad vandal wth 1mte0nted battle Pool I! ild10is Rah Bh 2okEMOee 21k YalOmsaE,c MOM" Submitted EECessmaal A1MLs1Md Ron Lodes Bourn 1010A17 10111mi? lon712Di7 12n22017 Approved (334) 3DD48D0 90thtdrYMota A,,r,,,d for U, AMMUdWJM tweed Bias In oubkb Bdmd pmo m! 02M 20Q6 Yes Ya NIA WA Florida Department of Business & Professional Regulation Page 1.12 Building Codes and Standards +12YU202b Product Approval Application Detail code Bills !all EMlh or gate Data Data Pending Data Tyra Version Manufacturer Conrad Enalnear&License Validated By Validated submitted FBC Approval Approved Status Revision 2017 Sorel Raping Anderson Robin IAPI Uniform Evalustlon Gary W. Welker 10/182017 Will 10212017 Approved Category: Roofing (801) 381 Services LLC. (205) 854-0160 Subcategory: Rol Tlles RoblinAnderson@boral.co Compiler— Method: Evaluation Report from a m Product Eveluefion Entity FLw1B4&Rt1 Products - Quality Assurance Approyelfer Usa 8ou owl for Use ton fiffisua genic Product Motlel, Number prisms Product Oasorbtlon Contract EmlMIon Offie In f/NiZ outside NVkIZ "I to Realstam Preseun ny aProfile- o, - o esMIA 17 Sexony900-Courdry Slam; Hamord Slate, Shake, Slate, Flat Profile -Stockton, CA 1213I2020 No Yes N/A NJA _ Sot Old English Thatch 18 Saxony 900- Country Slate, Shake& Slate Flat Profile - Henderson, NV 12/31 Q020 No Yes N/A 1,11A 19 Saxony 900 - Country Slate, Shake, Slate &amp: Sp fit Flat Pratte.- Lek. Wale., FL 12/3172020 No Yes NIA WA Shake 20 Sal 900- Shake& Slat. Flat Prdlle- Lathrop, CA 12/312020 No Yes NIA WA 27 VIEW— min Profits- n— No Yes NIA I 28 Mlle 900 Medium Pro5le-Lake Wales, FL 12J312020 No Yes N/A fllA PLO19m ! Bhi hoe versfM MEN MLIMr ROvwm 2017 mil Oak" Con wmft Grow Imo. fSYpaey: Sbudoal components eurMgwbgory: Tnm Piston coehpaonae 11 , - b Evaluation Retail non a Ploalgi Enkallon Eerily pm9som Products, tiaP 2 nW BCG/MPeu Mince Plsb Florlde Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcatlon Detail Florida Department of Business & Professional Regulation Pap of I Building Codes and Standards Jr.'Q=20 Product Approval Application Detail Code Entity, or Data gat Data Pondma Data hat Version Manufacturer Contact Endneer&Llconse Validated By Validated submitted Fill AooroYal. APPI.Wd status: Revision 2017 TAMK4 Building Products, Inc. Komi Eden Zachary R. Priest Locke Bowden P.E. 10119/2017 IM512017 10202017 12/12/2017 Approved Category: Roofing (417).624.6644 PE-74021 (334)300-1800. Subcategory: Untlerlayments tamko.comeden kern _ @ Compilers Method: Evaluation Report from a Flcif Registered Arcnhect or a Licensed Flora :Likilli ii.RePredg Professrmal Engineer to < Sou n Product Model, Numberor Name Quality Aaaurare Aooroved for Product Description cont-1, 6mhatim Dot. In HVNZ Use Activated for Use Outside HVHZ Imgad Rental Dand., Pressur r: Nn 15111 .—.a me,rafed ry 1, Ma 1pli—1 Yro Yea WA NIA FIDrida Depwbrmd of Business & Pmhmlonal Regulation Paw 1 of 1 Building Codes and Standards immix Product Approval Application Detail 290 EfAw or 21h Bk GlmtPOWWA fhh Mae vmha oloolheeor fesBiat Fmlatlflliseet vwdardsy ydow ah mmm EIRA9MMM1 Annealing! #Am Revkbm 2D17 LV. Thompson, In dbo Thorpeon AroYtogaal Tony ChrWnn Zachary R. Prbet Ledge Bowdon 10H02017 1001102017 10117,2017 12H22017 Approved MOW Capary (TAMCD) (613) 24834M PE-74M (334) 3004800 Cabomy: ROA 1nyQpnneWmoMp.wrrr eubQ swill Randall Aaarakn NW an an Inbpsl Potofthe Roofh System compliance &Evoluntlon Report from FIoMe libel I ed Archked tax m Lia te Fim Pmfenbft Engineer gmd&.AW Asorand for Bs Anemone! fotlBe U=d BdM flea! El tad 49dadlukl#20aw IoH i oulmommBlml.d fP11au1Q 4 TAMCO Rand Top OVWpa valid with Sol for Toe 25 ga seen roavassal with bait Below= Yee Ya WA WA Florida Department of Business & Professional Regulation page f oil Building Codes and Standards IJZOI2020 Product Approval Application Detail Cod. Oab Faltling Date Ellor game Data Irvin yoind.n Mantdadutor torttad Endnser&Llconse Validated By Vagdded ;Submmed FBC Aoorci Approw Status ReMson 2017 Global Protection Products, I.L.C. Tim Robinson Wall Tills Jr., P.E. John W. Knezevich, PE 09/06/2017 081 09/112017 12h22017 Approved Category: Shuters. (954)689-7545 PE-44167 (954)772-6224 Subcategory.'Stone Ponds tim.robkhson@9ppent.com Compliance Method: Evalumon Report from e Florida Registered Architect or a Licensed Florida Profess cr al Engineer 5d uc s FLY[ 76 RS d f said N Product Model. Number or Name QuallN Assurance A..rpved for use ADor,rved Product Description Contract Emlttltlm Oats In HVHZ outside for Usa HVHZ Impact Resistant foal Pressure 1 20 Gage Galvanized Sled Storm FarrelsMVHZ Coni gated GaNanind Steel Storm Panels retained 12/312020 Yes Yes Yes WA pr not by tracksto provide hurricane protection. Paw I tit Florida Departrnent of Business & Professional Regulation Paw f d i lail le Building Codes and Standards lfernis Product Approval Appik adon Detail 2ok 20 2MLEMADO 20 920W EodmcLLlllaaae Y IINE t VITA" EI1m1WW FOCAnimal Al a m ago Shod last ICC Evaluation Sarvlao, LLC VMM M. Rsn1i PE 091101 17 0910111 0=12017 Approval (847) 9184k173 (407) 8814917 swmbttaghkeaw.00m OURM Amusing Asominsid forUse Allocated for U" Need Bed Produld Dismissal Contract bmftasm ONO In Ckftlft Hill mooYhM Pesters MOW Candor Pbb 12/311Ag2 Yes Ya N/A WA Florida Department of Business & Professional Regulation Paw tat 1 Building Codes and Standards lrarmle Product Approval Application Detail PLMO 41t2 Saae LV" Bh Bh 2dL&Ddm Bh him ymelon Volooloulai Sadd EodmKkua Imidom mY Ia1smlYta FWAMOM AmmuMea ame Rsvlelon 2017 LV. Th"gnw, ion dice Thompson Architectural Tory Christmas Zadlery R, PrWt Lode Bowden 10,102017 10/10017 10H72017 121122D17 Approved MOWCW"W(TAMCO) (813)248.3456 PE-74021 (334)300-IOW Cdoomr. Rodkg wayagmatakoe rq.00n a .graP: Rw Acommodn oanat on khleprad Part ayoftheRoths Roo" System Qunr Nmm Method EWudon Report Aroma Plonks Real - ArchIMnaLbw*WFbrlds EUMMikeLamdom 1 ooLawssom A,.F&,dto,Li, AamgndIWUst lsua BeIM [trod emauLmoddibmtKaLum Emaidamaidow 22okuLMMWdWL2dL faint![gddamm some tTUMss 1 TAMCD Fist Top 064edpa Vent with Solt for Tle 28 go, tulle ma m ill" with battle ONOWIM Ya Yes WA WA Fbtfds Dope, train of Business & Professional Regulation Segall Buildkng Codes and Standards lnais Product Approval Application DahN fLgalum Shcde EnWm or 210, 2WR 2MLBM os 21M hhh Vermont t' lsooli K Sadd EsmoeM.A Lbws Yaeraabd w INN" aamw FM Ass®al Aeeralted ItimM Revlsbn 2017 Florgo LWWI Product Inn Calk Jonse John L Sudan, P.E.O Ill— John Rlsmet, 1025r2017 10/06=17 102M017 12n4/2o17 APprored Debaser. ROWG is") 78344M CB= Engineering In.E. MrbCmbgM: Reese Ammooda that on an dWkOhrrmmm PE-31242 (561)414-7557 Imlsgral Pat of the Roo" System Cowomm Method: Evaluation Rpm hen ■ Floda RWAWW Anchbot or LkaneW Fbdda PolbeaiDw Euebeer Aboriginal .for Use AWD"WL(WUM Iaaed lids Ann Indmg2mdoft 22aftmuhmmemam hrmz libilaidit.1111112 MONO forrehm 3 3 - FLMBCO BguetRV 10 RWp6 Ve dequok Aluminum Ridge Vnfs for pall roofs febriceW 12812020 No Yes me WA boro0.02rAkw* m Florida Department of Business & Professional Regulation P.D.1 a1 Building Codes and Standards L1N2 29 Product Approval Application Detail EmIN or 2di 2AII Data Pandlna 2" Q92 TVP- Vil Manufacturer Comact Emglnser&Llcenae Validated By Validated Submitted FBCAoproyal AAmoowd ffiaus Revision 2017 All American Shutters end Glass Mike Barbieri Frank L. Bennado, RE Troy Bishop, P.E. I Off E 2018 1o/1ar201B 10232018 12/112018 Approved Category: Shuters (561)712.11 PE-0046549 (954)947-0860 subcategory: storm Ponds mikeb@allemericenshdle C.mpilahae Method Evaluation Report from a rs.con Florida Registered Alctiilect or a Licensed Flodde Professional Engineer FL Pratluc 6�R - --*- - 6e0 k Product Model, Wanbarpr Nam anpa Dua1lN Asstu Approved for use Product Deacdoll Carl Elimination Date in HVHZ Agurmd for Use Outside HVIFI Imgabs Rasltnt tholes Pressure 1 24ga Galvanized Steel Storm Panels 24ga GaWar¢ed Steel Storm Panels 17J31 M20 Yes Yes Yes WA f&lttieeffi FLM9N9t raft Eft M title 20 gdtldee Ede Bat hat valsim WMassim Bdd yAvdd" Yold" EmmEha AeeEe(fd am has variation IYoldtmeet Revell 2017 rn V Steel Components Group Ina Short Lmk H:C Evaluation Servlas, LLC YValem M. RamM6 PE 0911a2017 os0712017 Ceti 17 Approved R"MM 2D17 nW BU*VA g Compensate Group Inn. 1Mbgory: sthnund Camponwb 0647) 9184473 (407) 681-1017 coastal Structural conlpeesb SubCatagay: Tres PWN WWASGM*WW COM Subcategory: Thus PWn CorrlpMwm Media* Evaluation Repel from a l..onp- MWbo* Evaluation Report Dom a PraenY EveWSon Erdty Produce Eakutlon EMry Pdltdum Produce! contest A� amProaaetberW.MehlbararMrr A�ffithe Aeeltiatl for the imdi 2tllm In Hl oubia hyl Boom Pm Epp! 3 IIWSCG/Ahlro Trobx Mewco nscbr Rob 1211 Ya Yea WA WA 4 fM'SCOINpir»Wm Fluids Department of Business & Professional Regulation Ppe i a l Building Codes and Standards lmmis Product Approval Application Detail &Wks Bit 21h 2MLZEW g 21h saw Ed1MMLLraeee YMLIBIM lmB g li dime d PECAOMWW Aeesres AWN Shall Leak 100 EvwkWtn SwrAl LLC Sy®ru M. 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Uddh, PE 041D92018 12M8M17 04/152GIB W1712018 Approved Category: Roofing (501). 982-Mil PE-31242 (717) 317-8454 Subcategory: Roofing Acoessories that are an ecarter@famanaocan Integral Part ofthe Roofing System Compliance Method; Evaluation Rapid from a Florida Registered Architect or a Licensed Flonda Professional Engineer OtalltVAssurance Aomayed for Use Auorovedfor Use imoacty [teal.. Sea# Product Mot lmberof Name PlvltK{DascrtalOn Contract ExnlMl I Oat, In HuIIZ Oulalde HYMZ Pteaeure 1 Deck-AUTM DA-4 Low Profile, Polypropylene. Plasflp, Rod Vent 07/102021 No Yes No +97:5r-97.5 Wchanice ly Attached to Plywood Deck. FLMON&M go* has f MNO fEENUMlloc Revision 2017 ITW Bul*q Capoede Orap Inn cebaaty: Structural Components &*COD . 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Validated 9r Validated Suban a FBC Approval Approved 91 tus Revision 2017 Carpenter Co, Tracy Lena Miarill BOLO-CER Miami -Dade BCCO-VAL 10/30I201S 10252017 11/012018 Approved Category: Structural Components (863)687-9494 (781315-2590 Subcategory: Insulation Form stems 9 Y Sy tra lane ca enter com cY @ R Compliance Method CertlOgatlon Mark or Listing Pfar1�2t1�rnll� Quality Assu for Use Approved for Use Impact Del De SeProduct Model Nunberor m Nae Product Descridion Contract Exofration Date in WHZ Outside HVH2 Resistant Preasure 1 EPS inalatim Expanded Polystyrene Bloch Type 0411IM22 Yes Yes WA WA Search Cdterk Code Version: 2017 FL N: 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Qualify Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use to WHZ: ALL Approved for use outside HVHZ: ALL Impact Resioul ALL B.Ign Pressure: ALL Dale From: ALL Dote To: .ALL N N cn 0 U 0 O Co 0-0 0 0^, 0 Q W co 0 0 E U— O .w Cn -0 I Clio L � O 0- i Mo .� CU cn Q Q z z W J C/) 0 U Cn 0 }^,' W U) 0 L� Cn O L rW v I (a)cu LU c G Z Z Q J SHEET NO, PA 1 ml Ak