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3120 Lytton Hall Dr
a� 00 0 0 J CO 0 ALL 1/V0RK .%,?BALL COMPLY WITH PREVAILING CODES 1=LO IOA BUILDING CiDDE, NATIONAL ELECTRIC CODE, AND THE 07r OF ZEPHYRHILLS ORDINANCES REV! FV,` ?ATE MA� 2 �v4 CITY Of f ZEPHY c� la d PLAN Ems► WiNE7R 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 orA.6. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit BC orALT. Alternate BC Base Cabinet BF Bifold Door BK H or Sh Bookshelf BLK or BLK. K. 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 CIJ FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door F Front FT o or Ft. Foot/ Feet FTG or Ftg. Footing FXD Fixed Glass GALV o or Galv. Galvanized GC or G.C. 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) PWDR or Pwd. Powder Room RA or R/A or RA Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINf Reinforcing REQD or Req'd. Required RM or Room RND orr Rn Rnd. Round RO or R.O. Rough Opening IRS, 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 S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS �/�/p WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS or Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl Double MAS or Mas M • asonry Or or W.V. Top of Plate DCf Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire VW Welded Wire Fabric (Mesh) MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT -15 1.0 NEW BASE PLAN IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 FRAME -WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 1 2-28-1 7 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA the commencement of laanywork.TheDes,ormisinterpre arenot 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. Im EE r4 rid *4x F18PA Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 1 791 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. a•�CJC^ •,• \ �7. "•C� b J Cr "°• rs ,. i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 3 tot 'Coo �00 N ik U � N C J ID LL LL Dq y d M t T-00 0) •> LL J W W LL LL rL d ,�t M -4 W y W d0. >.Pty Z ° U) �Y CCU )0 o CO mm0 W m r-- W 2 E0) rn @ g M o d N o N¢r�Z LL ¢ O L ¢ U H Z ° 6 _J F7 W Z N O 0 0 co z o J M d N M yU/l z D � C ' n O W lJ LU o a OUJ o YZ `— U M m E U o • 0 sm o C.0 w C) co y¢ 00 z < U_ a � E Z 0 �� F- �ZZ o Q a _® ❑a t— — X O a 00 0 a ¢= °� cow CV i~.. coo Paz tt m� U) i_ C o y U .2 O 0, Z r J> Q W I (n > < n Z g O iZ U o ¢ ¢ a `n w z K �� - o Z >° a Will CO z< r �� �N = ` > d- J ui rn m L `4 W 00 .� O M Q O 0 W = O LO r 2 00 r M r E c CDM M Z m Z iri t' E O T cc Cc a. E ai O co � Q o °�' JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. C S N 0 M O J ccLin N 0 0 L? M �■■■■■■■■■■■■■■■■■■L.J■ill■!1■■■■■■■■LJII L J O = w N W A S3 TYP @ 1 STORY C) O 00 C) PAT I O Lo 4'-0" OWNER'S SUITE V-0" FLAT CLG. CARPET I (4) 2x4 #2 SYP E' STUDS W/USP HTT4@ BASE A S3 BEDROOM 2 8'-0" FLAT CLG. CARPET 4068 B.F. FIBERGLASSN 8'-34" SURROOUND ' 60" X 36" SHOWER 1 O O -=Ll.l 7T7 _ 30 9 Wo RA G L6� D.W. �ILL I I I ------------ Li J_ V 5,. I O G HANS N S3 BOX @ 31 A.F.F.- T-8" 2'-8" 4'-3" 6-10" T-7" I I � -4" O 25-SH EGRESS 2-12 SLOPE. CEILING I I I -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- --- Ml°0 T FAMILY ROOM Cl) f VAULT. CARPET G CAFE i VAULT. CLG. zn-n" CARPET (D 25-SH EGRESS 4-SH rp N i6, 6V 0'-4" HALL 9'4' FLAT CLG CARPET FIBERGLASS SURROUND R&S )T. W1 11 OPT. D BEDROOM 8'-0" FLAT CLG. CARPET 2-CAR GAR 8'-0" FLAT CLG. EDGE OF SLAB 2" M BEYOND WALL DRYER VENT THRU ROOF 068 I B -I 0 I � I I I BEDROOM 4 8'-0" FLAT CLG. CARPET 3 g. 84„ ENTRY 8'-0" FLAT CLG. -----R&S------I--- I I I I -- I I I I I I o I � I 0 C C j I u I u I I C I r I I ' L to = OwL C 0 w HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H6 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 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 20 X 26 18 J X 25 4 S.H. 13 20X38j 184X37j S.H. 14 20 X 501 18 J X 50 S.H. R 15 20 X 63 18 � X 624 S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25j S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27T1X63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 j 36 '} X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 j X 63 36 j X 62 112 S.H. 26 37jX72 36j'X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 5217 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV- 61 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET H 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 HIGHPERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED !/ 1 fill it//r�` NoNA111 N Z �let e �OaF /191,111111 E a `�\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. N W to Cob Nm a N O p N C N LJL U_U M (N r- N # 00 0 0) 2���_j it Lu Lu .5 L-Lj N u. LL rL n' Q N rn 04 a Lu w >�� a�'aY z -00rn W'Mo�CO ro mmO g M W �' Z 2 E°'m C a- N O Q O_ N Q co Z U H 5 Zco V ❑(]�❑ z N O co z " d n E3 \I I �Z v � o 1 ' LL T M _ U, M_y w 0 o a 0 N �N w H rw o o NM U m w m wig 0 8 2 c U) r 0 ®0 m C:,w Mw a Z L.L. _ OE O QO W QN Z E U f-o o ao w t Uo 0Z 96 N fuw0 L ¢o a z R3 CO C o N F p 01 J U �� a 6 W �z Z manQ U) J' 0 aZ � w 5 co 0 W o� Uri �N O = ` > d' J ci L ` V^0 00 .> O M Q O CL C F- a co _ ..� o r r, TT T O Ln e- 00 N M r ai E w O E M T_ o Z m Z � E CDCU iri r r m a E U aQ d 30B NO: 20-0562 SCALE : AS NOTED SHEET NO. 1 J CO L0 O N L 0 M KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN O N CV UU 0 M d. O CV � 0 OPT. 7 <V REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR — a /===6= ON BATHROOM WALL MEDICINE -1 _ SHWR. o CABINET 00 I _ VALVES _ = o TOILET 00 C° SOAP PAPER C° o DISH (0DISH LO } I HOLDER _ 0 0 d 0 Z 0 z -1 o --1 co r M p> N TN O co 0 MN Mgt' ' co M UB FIN. FLR. OWNER'S BATH MIRROR INTERIOR ELEVATIONS SCALE: 1/2"=V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS o COUNTER TOP 30" H BASE o CABINETS C)00 00 U_ r=1N r i LO CIL 1'-211 0 2x T } L? 0o FRAMING L �11 O 1 /2" GYP N N N CI? BOARD FIN. FLR. r . . FIN. FLR. , BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING. BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 ����i1�11iii31l�Pp,"a �ro �N J s �f�%6jl�6' ROFFS5�oe\e*, ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w a ID oo8 ��- N fp dD 0O # )� (8 V 9 rM W N J J M N n N , ONO LL LL 0 N M' � J * ry, W LL LL d C a j LL a s W O z Q' Y ��� 0Eo�Q 'M_-2 O WM O Q W M m Q co o r- Q O W Z 2 ET cL M 0 K p y N Q M Z 'C Z U ❑❑❑❑ W Cn z N O _ � O m N Z Z O Qad 7 Q d N 13 U) M 6 CD CS LL0 /4--J L V °0 � Y W O p �N c N o wig r— U `O w rr m E 0 i II(`I I I! U o 0 LY Y Q sm O JZ w M Cl) ¢ O � C U_ Qo ECz zo 0o wj >� Q� za oa V K 0 as L) OU 0< �< O N T W z w w (a =3 C:i GO Nm m0 O 0, Z <w y Q. j w LL a O F O oz J F 3 y 0 O f9 V W z¢ a = r 003 �N 0 = m L f4 00 > M >` O CL C F— m Q� _ C) T LO r T 2 00 N M r 0 ai ;_ C in M t— o Z f0 Z : E N m a E U � a Q p� c c JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 2 3 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. FRONT ELEVATION - 61 28'-0" RIDGE VENT 12 5� --- — ------------------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) SCALE: 1 /4"=1'-0" — — — T.O.M. — — _ HDR HGT. 2'-6" 1'-0" TEXTURED CEMENTICIOUS O r FINISH ON C.M.U. ao co (TYP.) ifl -----------------------------------------------------35SH---- --------------------------H-----------------------------1] -----F=F LEFT ELEVATION - B1 r s • _J � ''. C-) ,�/I�f//l l! i ! 11 � 1�1'•�1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9E r O C N ci M N N t` a)co � co 0 d M m, 'NO J 7L W W CLLto d y M a LU W W 0 DCU_ z aXY 13 0 Z� p ❑ rq eg CC C C m m IWja LLZ E mrn < ❑ 01 N p Q' ❑ 2 N Q co Z V d Z �d ❑Old❑ W M r C7 � z o Z S � c•1 d N ^ M V LL 4--W V •O w O Q cN N � w cj�- E- o � � m w— .. amprn � r-- `o E 0 8 i� _ Z C U o N c U) ¢ rn 0 _Q �m rD o co w C', z O z g J LL Q E O m zo oo Z o < zp F— Cl X O a< O O OQ C:)woww L Q �Z (6 VJ C - v O OY �S m 10 °, 'Z <� 2Z N 00 z O ca. w w 3 <o K 0 Z' aY _� K,0 CO0 Fw o < ZIQ -I O U �N O = ` >� J ai m L `0 Al W\ 00 ^ o m co T 0 T O LO r .1. 00 N M r ai N M� CM \ o z E r ro a E p U _ Q p _J JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 3.1 IN F.FL 12 5� T.O.M. HDR HGT. - — — — — — — — — — — — — — — — — — — o TEXTURED - CEMENTICIOUS 00 TFINISH ON C.M.U. co (TYP. ) ------------ EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH 25 SH FL. 506GD 8 — r,— 24'-0" RIDGE VENT 12 �5 5'-10" r - -1'-0„ REAR ELEVATION - 61 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 wi 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. llll/lei` e\� 0 W N o N /�,� ,`\�i\1111 �, �`\\\N -. \ 6 � U �o ••+ •• 4u C O '9O F E S S1i`�\���\�� f,il!lf11 To the best of the Engineers knowledge,: information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W O V Q$ � (0 C J Zo W LL LJL Qj ju- LL �as co S a > mLL SZ W N a. a Y Z CL. m m o_ C N 0 o o m cc_JQ O_ @ or— O W 2E1' @ Q ¢oaf Z O N 0 N Q m Z IL 3 CC U - d< Z L) ❑❑❑❑ W Z N O 00 O Z � O z O � Q J (7 d O M C w ' h L W (D lL ,V Lu 0 � n O _ W H to to o � U m w t E � m 0 h .. mI " :97-y8 U Q 0 0 r- O O J w Mz o z Z¢ U_ C Q E E � ZO QO g zo <N Z® oa I— O I= N Xoco az �O U �Z a wo Q ¢W L r6 Cn CY O U m O OLL z J m ¢ ° Q W z u) a< go az son 3 5o >° CCE, O V' z¢ a� �� �N 0 = ` >� J m L fc 0 00 .> O > CM Q i= C:)s = Cfl mco r11_ V J O T T T oO N M r ui E w d M r c o Z Z E O r ca d E a A U _ Q 0 C c � JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 3.2 d O) c w v 2" VARIES 1 2" *NOTE: CV FOAM TO BE USED I" RADIUS CO ONLY WHEN - REQUIRED BY ^ �� 1/2" RADIUS 3 1/2" RADIUS `la Co iv 00 � COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" I2,,I N 3/4' RADIUS a 1,_54„ MI<t - i- co DETAIL TO BE iv BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 1" 4" VARIES 1' OPENING VARIES 1 b M T 21" 12' VARIES VARIES SIN 1'-4 1„ 1„ 11/r' RADIUS T 4' 34, a 4" 4z' 2" _ 2 1/2" RADIUS U) r a'fl�t c io .`Iv r cI t 00 It VARIES 12 �Cvj 31" , 2 11" 32" 1" 1" 1„ tp C4 cv �N 3" ,,, , 2 z BASE BASE il, T 3„ 34 4 �N 4" y 12, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY J - r ri7v _ m COMMUNITY SPECS. IF NOT, 1° VARIES 1'-6" 1'-4" DETAIL TO BE 2„ - co BUILT W/ STUCCO. tEOPENING EDGE OF I I 24 OPENING 6" • 0 1-1/2" THICK 1-1/2" THICK 10 N rN M 24 v 10' � iv c -la co __ IN k- f'� 0) 781 3„ 4 ' 2 2„ 4„ 3„ 6" In w cn w > > 1-1/2" THICK 3, 24' rM T 7„ 4„ 52„ 11-5„ 52„ 00 c-IN LO 1, 4„ 3„ `° ,„ 5a'�` 4' 1" 12" Q VARIES VARIES 2" U) LLI /Z 22 Q > �M r • VARIES VARIES r — " I---------- _ 00co �4 6" 4" KEYSTONE F11 0 OPTIONAL KEYSTONE F11 O0 OPTIONAL Rs" 2' 4a" 7 �t R44'. 3„ 3„ II ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1'-6a" 14 12" 2 1'-4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 53" 1'-12' 52" 3'-8" 7„ iv 1„ 4„ 3,_0„ 4„� r _ 10 1 4 10 O CV (D (V 1" to N R63, CV 00 O M M r 2 1" ^M GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH I, d N O N ti N d 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 - Residenfial6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _. .- Q S m N N ilk i+ m N O C M r 10 04 J J LL V �LLrn� LL Wa a Amok fry M LLl uj K aWo � Y 0m r �, Cn car +� 6 m m � r- m W E(rn _,Da O _ N<coz Q Ci r-- J z U 00�❑ W N O 2 o v J M rL N M Q4-J X C—/3 l`ff „" O Q .O N m W r" E o t� c' m rn (� 6 U) Q Q o rn �� o (o W o LL- Q E O Z > N ❑a t @ 90 U a� ? Q p °a o N � <z ¢ o w z l_ ra U)C Y U .0 °1 Z - m Q W Cn 2 ¢ °° o 2 g° � U � �g �O az i� o1 z M� >_ o U ,-I-za w� aF °3 J �N ui m m L fu Q} M� 00 ■� O 0 M � co r .� T T O r 00 T M r a) « O co Ce) T Z Z E O rri r y r C6 ca a U -j Q p C JOB NO' 20-0562 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET � GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONEWSB (OPTIONAL) © TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT INTERSY: BON TERMINATIOP NEC 14, 250.94-J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer 2 Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" O N O 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. • I� WAPR co, p U 00 N N ppp o ® U 00 '2' Cc:) N MNr �k J J N LL LL 0 aI �_ COCD N —1N � # co J# LLl Lu LL J 1 IA Q 0 7 u_ 2 LLL d LL EL a itC o 2 N 0 r— m m Z '�" N 0 Q M ZU0 Q O O Z N 22 d ❑OD❑ W M •o- Z N S — z o J M a o U) M Z 2 CZ 4J LL {4-)_ (� 'U w 0 � n a 0 LU° � `V) 2 c) M w o [2EEly _ 1 O N �[ `n o o co W coo z S Z 2 uo Q E o E U oo >o Q� Za oW a= K O 0 O0. U ZCD ¢a O< Z N N o ¢ o o m0 M <n c _ C 0 o o O� Z N W�z ¢w N `'� l o- 3Z0 a <� sir CDwF az =3 �o co rt 5 aF 0 3 �N 0 = ` > J ai rn m L fc 0 n' \W 00 ./ 0 > C Q O C in co O r O oN Ln r = 00 M �— E co " Z Z E0 t— `m a E 0 _j ¢ o c JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 4 aci 0 0 L0 O 0 it 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-B1 SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 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. tikl.iEdiaifC.Jp/vx^/ 14bty�'i�85 nwtv w, r y � � ''• w�l Cr Z r 0 •r v C� Q r F 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 AAR W$ 7 � `° cloD N r_ W a yr N CV ) J J LL LL ® N �M[T-D g LL N J Xk W W LL_j a a 0M Q 13 a > m LL: a W Lu °- d Cr Y � p 0 Z m.�o XmO Q: all'ru C N o r- CO LLLL 0 N Q c'M Z �oN U ° ,Z Z 0 ❑❑❑❑ W 0 0 z z o Q _! M N LJ N M l6 z o � � CJ Cn Y F WFL o a O c/) to w h � o U w E o _ U o Q rn rn Sm O M w ¢ z LJL E z � Wo z a N 2 E z® ❑a Z 9U — O XO14 U a Q Z u o p o K W Z N o �� >.- n3 C:0Y ¢o z U mo� of z J o m tl Q W �z cn o� z go W d 29 d nw J � ali �w < r=3 o� O CoaF cY z< ' � oo3 �N 0 = ` J ai rn m L ns O 00 ./ 0 > i••� O A C I— W T y Ill- OC •� J O r 2 00 N M r ui w M o E m c v iri r Z Z E O E t— f m 0_ o U � c JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 5 c .a 0 0 0 co Ln 0 N c C CD 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 -4 01 w z w 4'-0" 3'-10" 4'-8" 4'-8" 7'-8" 3'-4' ; H.B.; as I C� :I J1 � 3-1/2" MIN 2500 PSI CONC I ` I I• I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ : (3000 PSI CONC, SLAB FOR I r HERNANDO COUNTY ONLY) 0-0 \\ \ 1 \\ 13-54 CJ 7'-2" CJ } 1 CJ I CJ CJ \ Iw , .' .' .' .....' .' .' .' .' .' .' .' .' .' . '. ' 0 aI 0'-01, : : .. ......... ............ ..... ....... 17, ...... * ..... .. I; -,I A CJ CJ CJ 1 1} I I K (2) #5 REBAR 00 S3 I ° S3 VERTICALS w/ in I 7 11 118' I' I FILLED CELL I 23'-11" 2'-10" 4'-14' i } r. G o K � 12'-6'x2'-6'x1'-0" bN S3 - SINK w/ DISP _ _ r IW/ 3-#5 E.W. CJ - - - 0 i N i 1 } 1 I S3 i l. 11 KITCHEN ISLAND I o CHASE TO OD I J i �1 ■ I LOW WALLS L =--J-=----=-- IIS_LAND-= r L M :! it S3 o ", EDGE OF SLAB 2" r — �— t f BEYOND WALL ^I: EO CJ I — — — — — CJ CJ � CJ en I N EO G S3 I : OPT. D I: ; -3 1/2, SLOPE 1 37'-52' 121'-24" �3 32'-84" 4'-88.. (2) #5 REBAR LO o Ln 1/2" I L I _ I PROVIDE 1 y" RECESS M^ < <. • _ .. VERTICALS w/ in I ` f •••• HVAC CHASE , , FILLED CELL. �.\ BASED ON LOCATION \ \ I W.N. S3 I FOR SGD. REFER TO L TYP MASONS SLOPE FOR T WIDTH -i--CJ AHU I::-----------}----------J STEPS AS INDICATES FILLED CELL w/ 3000 CJ CJ ■ �� ■ ■ ■ ■ ■ REQUIRED I �0'-0" PSI CONC. GROUT FROM FT. TO I BEAM W/ (1) #5 REBAR VERT I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" 4-1 o cm 7 -1 PER FIELD CONDITIONS ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF GONG/ PAVER TO BE 4' 3 1/2" SLOPE BELOW FIN. FLR. "' I DOWELS 5" EMBED W/ 25" EXT. "GRADE - LC) PROVIDE Y2' x 9" iv (2) #6S — ABOVE SLAB 40 STEEL" — — — — �- RECESS FOR FRT. DOOR d . . . . . . . . . • . • . . • • • • • • • • • • • . • • • • • . • . . . . . . • • • . . . . . • . • • . . . . T-1 5'-2" 5'-1 " H.B.+ L S3 T-O" TYP i 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. FOUNDATION PLAN MONO - ELEV-131 SCALE: %4'=1'- _ CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.Q. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O�'•a L • ' � V IrO ,. `3� & r W .• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q p° 000 8 (co coparp0 O it N ik O 0 O 0) c0 J J N N LL LL O H .�.. M0)-p - W W LJL N LL LJL rL 0- a M W d �mLL aaoul�o � Y W Z LL SET �oa� N Q M z Q O a U 1-- J Z U ❑❑❑❑ M z N ,ate+ N o z ?' J fh � N QU) N _ M z o � � U Cn Y W d OWE N �tn o 2 we& t'6 '- v m W C U o Q o 4m o co J w co C7 i p z z Q J ce E o zo w >N ao Z® oa t— CL Xco O as G OU 0 ¢Q O ¢z o o G wwCV L C� C p Y U m i °� z m Q W 2. o W 3 0 M LL U a Ln U <0 o w� �o CD 0 CN = >� m L f0 c� 00 ■� O o C L n1 mCIO _ •�W� v O N �" O r T �L OO O NQ T O '-7 E c) o z ra z E O r c o o .. U '0 p = JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 6 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 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 1(18) 1 0dx1 -1 /2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1l4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 114" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SPi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY ;ARRIER x CONT LEDGER (A) 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. IREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS u SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" • n�- �i 0•: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q E (0 0 ro N 41 Li M 0 7LL �w U- LJL a. Cl ai r/1 M W > .` CL 0 z p Y. Z o W m 0 Z LLW EcPa) Joa.2 m .g- (y 0 Q co N Q co z U Z ❑❑❑❑ W M N z o o m(0 z z o J M M ^N' z o W 'U Vi Y o � n a to LLr c E 0. o � � c) m w m r— L 8 r ° x� = 0all I c.) z ®0 `r v 0 m C:,w c Jz co z O z LJL Q E O E zo WO >ry z QN Z WW u tt r (6 C XO 0OU O G N < z o 2 r� L =, (Q Cn C. Q O 0, U m O O� z F z m Q W z MENQ ui m 3 < op LL 5� az }� U E �o =F o az <� =3 Zo CO o¢ a x O� 2N 0 = ` >� J m L f9 0 00 .> O L- M Q C:) CL Ccc C4 m o r CF) • J O T Co N M r ui E O cco M 00 o (0 Z O M T � Tca a0 E � 'a Co JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings, 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . 0 Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 1, ; FORM & GROUT SOLID t ct 8F8-16/1T 8F8-0B/1T 8RF6-0B/1T AO © © O O o Olt O O O O O #5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 81`16-1B/1T 8F12-1B/1T # © O O © 0 8F220-0B/1T O © "V" LINTEL DETAIL r�_* _ M 7_7 R 7W. _TM SCALE =N.T.S. E 0 on MEN ME Kamm r r FILLED VEDWI Vf1l IVIV F =FILLED WITH #5 REBAR AT CI'D MIN. (1) REQ'D ALTERNATE POWERS GROUT / U = UNFILLED d ° •1/2" R=RECESSED CLEAR STEEL LINTEL QTY. OF #5 ° a FO REBAR @ BOTTOM ° OF LINTEL CAVITY M. U. #5 REBAR AT TOP �¢ _ MIN. (1) REQ'D 4 1-1/2" CLEAR 6 F 16- B/ 1 T 00 z ° 0o g Z ° ° G T U a GROUT I\ J o a � NOMINA QUANTITY OF 5 REBAR AT U)rn 4 C.M.U. WIDTH #5 REBAR AT a O BOTTOM OF U)i 'W_ 4 NOMINA TOP o LINTEL CAVITY o o X � ` -BOTTOMLu owrr Cj O Z HEIGHT REINFORCING 4 ¢ C7 a 7-5/8"ACTUAL PROVIDED IN Z LL W Ln D D 8" NOMINAL WIDTH LINTEL ¢ - (7 3 m #5 REBAR AT BOTTC (VARIES) 0) rn Ir a �o �, Qo AS INDICATED MATERIALS cTf precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O � 5-10" LL 6'-6" LL OF 5'-10" LL l � J MIN. 17�44" ILL LINTEL PLAN - ELEV-B1 SCALE: l4"=1'-0" f R. 3 tij U �r ® F4O ••; ROFESS10a 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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. WL 1" cc < cc �C) Co W O N prp m CD'T U 4 W® N iR Or?4 m N LL M N ~ � � � LL y C" p J Xk W W -J � LL_J a- a a 3 C15to M j W j > min 33 a a. W 0 0Ofo�g Z are c:�o 000 OG cc OF D � ¢ � W LLW MV 2 E T � o a� N QcnZ U O J !1r Z N@ ° 6 ❑❑❑❑ N z o � o " Z Q � d O M W0% ^N^,, Z _ LL 1W T (� •Owe co Y w o o a (n �N E F2. 00 rn w � r— m o` g I ! = �® C -014 ts, o w M M ¢ o� Z e U_ Q E Z Ep Z > o 4S z® C _ o .0 as W° oQ N z a p ¢ az J W L ((} Cl) o z Z. w O m O Z Q W O W Q U10 E d N� aLL z '� =3� O u CD� >� NJ N o3 �N 0 = ` > a. J ai rn m fL ra 00 O o '0 L` 1 n\ m �{/ co T `./ O IT 0') J O r- T T OO N M r' ui E CD c M 1 0 Z cc Z :3v; E O N T M a E U Q p C JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6, FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3, PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A6151M-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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6, WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THEDESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 0 S 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems 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 trapps, 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 Cncrete overpol�r and mortar along the foundation perimeter must be removed be ore exterior sol 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 V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CN •'„// OA a '�, •� F 1 j44 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) 4 O � 8 ICo � �4 N Co N (O op OpO p, <p J J L. i 0 LLl LLl d" a m�LL LL awa Cn Of uo Z�cnrn C) 0 W WLL maro .-, CND notes W 'If = mOo W 2 E91 o a z N Q Z J z ° d U ❑❑❑❑ W Z N O O O I ID iz- z a o ^N M � o W _ LL 4 �_ �U �� Y w a � n LQ Ul _ .=E w r o� o w rn m'•... � O wig = = U o c `n ¢4 ®ts, o � w C3 M z ¢ o Sy z Q J LL C:)-E Z ❑ z YN Z Z® ❑a Uco co C6 K V p < 0 OU 0< N It Sa O a wz �� ! U) _ .o V y m0 ° E Z m Q W to o� 50 U 3 �0 a� �� < �o NJ o CO 0 a= O~ 0 `N 2 > d' J ui ca � ^L \W / 00 O L O C co 2 0O 0') J � O r LO e- T- 2 00 N M r ui E w c M \ o Z m Z :3 E O r t- a E U Q 0 JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. SN rn 3 m 0 CD 0 01 Ln 0 I 0 m i Au x 0 0 J LO 0 I 0 it a N 0 i a E a S v c Iv tl 0 U v U y U 0 a U i CC10 I Y 0 v J ti 0 N 0 0 a rn 0 45 v 0 9 0 m v cn CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 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 _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 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 U) w ¢ STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR #5 CONT, FROM NDATION TOHIGHEST F BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fro m STUDS above to bearing below. SECTION AC�il INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 00 O T-0" STUB -OUT FOR 1'-0" 0 9 0 GAS METER O ' o u � U O f— O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or -t7 beam below Load bearing wall must stack over blocking and wall or beam below.* Q7/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block ) 10d nails SECTION INT. BRG. WALL require additional consideration. — 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch ordrill flanges 6"^ A 1/2' ROUND HOLE MAY 6„ 6== DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 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 %" 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 BearingLocation Series De th —End I Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000so BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"D THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. 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 Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =rl I ITI I I III _ I = I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM d ° SEE PLAN FOR °• ° . • FOUNDATION INFO d. G STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange, Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist 0 N ° depth I -JOISTS BUCKETS N.T.S. GRADE c REINF. SEE PLAN �A/C CHASE 4 PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a" MID SPAN NOTE: UPLIFT VALUE IS BASED ' ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION d- a d J I , ;III-1 I =1 '—i l _1=1 I �l 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ,a •. a A. �. °_4___ �_Lil_ I, SEE FND. PLN . SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION " Q A PVC OR SCH40 SLEEVE / r PLUMBING LINE co A 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 ems' Af eo G �e a SEE FND. PLN. SIZE & REINF. c:9 ee �j' w •.,,j s a Gam, Cli •` j~ �_u ' 40 ©ft IRc 4 XvN 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. WCID v E .4 v n 4 CN ID 0 0 0 p7 M N N (O N J J LL N� LL co N ul V) -5 aQ 'LL NN (n> N 0.) L LL� ° a 0 ._0Z �rn Z x o J2o o W W A'- C N r` COO m 0 cco 2 0 2 Z 0):9 N O N Q m Z IL x p cn V O 2 Z U ❑ I1 I1 El W fh � Z N O 0 0 z J f`) d N N Z m o Q) Ur LL ` -J cn Y C>3 u, o o V) E cn 22 U 00 ,— T E o s allW I ¢ o o C J w C"J co z fl_ E E o o z W O >� QN za oa ca 00 o X oa <z . O 01 -z N o (n C Zz= o Y o 01 Nm `?� <w ptl zz Z <0 N a yLL3 o w �o � z�< a ti ° O •� N = ` > J ci m f6 ^L 00 O r1 O o �^I11 m W 2 � T � � C,T— = 00 N M r o E cc c r Z Z E O � a- E U J :0:( 0 c J JOB NO : 20-0562 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 112" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <- 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II ' (#15 OR #30) UNDERLAYMENT A I _= I 11= o FOR ROOF PITCH 4:12 OR LESS. i�r=i I D -11=I I I��T—� PRE ENGINEERED WOOD TIT, I I I I ° _ ��I _ I — TRUSS @ 24" O.C. U.N.O. .. = I1 ' I I 11� HURRICANE ANCHOR @ EACH -I I I =I�=I I �I I I I= TRUSS (SEE UPLIFT SCHED.) W/ 8„ " =1�l ,Trl=1 I .... ter METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG *EDGE N1 NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB —LUMINUM DRIP INFORMATION. �r -�r 5 „ „ „ @ (U.N.O.)1(OR %" GYP. TYPE ' X" @ @ O F 5/S OR 1/2 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SP HIGH STRENGTH __x (U.N.O.) (OR / GYP. TYPE X @ BLOCKING 12 O.C. w/ (2)12d TOE NAILS BLOCKING 12 O.C. w/ 2 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S,P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNEDWITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w! STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P,F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT, FOR WALL 5/8" x 10 "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE :IF"' ELEV. 0'-0"OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL zf� 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 ° a A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH a ° ° a p 31/2"MIN. 31/2"MIN. r V ° d ELEV. 4-3 1/2" z d A.F.F. p p ° ° 2x4 CONT. e Q ,� d 1= 11=T-P31/2"(min,)- 4" - _ =31/ ( I 4 D ° °a _ °' j n ° ° a c00 a - - 2( N 31 /"min. 4" 1 11=1T(— ° • —I I I TI �= 00 31 1/2' min.) - GARAGE DEPTH VARIES (DTI f 11T—Tffi 1Ti=T� 1=1 I I T =1 I =I 1 I.�I � 11TI I 1Tj I �I fI 1 I �TfI I I I (2) #5 CONT. 4„ �— 1, n "` 8r (2) #5 CONT. 4„I—�{,t i T7s T 8 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPK"CIC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 _') _,) ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING \12-N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4"0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 60 �� PCS' �\E�S�cU�� EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS, @ 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY co 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION ClS3 FOR FILLED SOLID W/GROUT #5 VERTIN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR d; . LAYERS W/TOTAL THICKNESS 7/8" OVER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" �° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL „ 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY W1. 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM wl (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS D FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR UJ C-) 1x2 PT WD FURRING @ 24" O.C.-/ ' j GRADE D ° ° GRADE 40 MIN. Fy= 40ks1 a N z_ #3 & #4 LAP SPLICE D FINISH GRADE °O 0ksi] [GRADE 60 MIN. Fy= 6 (1) #5 VERT IN FILL z M D 25" MIN LAP [30"MIN LAP] —III—III—) I I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'4% (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 WWF OR FIBERMESH r D I j'rTT 1/2" GYPSUM WALLBOARD MONO T TI I=T I = D • • (� I I =1 1=) I=1' U.N.O. CELLS (SEE FOOTING MONO SHOWN p p p —1I =1 II LU -�— _ ° — F FOUNDATION PLAN D _ _ °O 6 MIL VAPOR BARRIER —1f I D ° =�I I=�=1 — rn =I I ( ° ' TI �— _, r #5 REINFORCING BAR R 1 7/8"FOR LOCATIONS) FOR CLARITY D ° D o ° D—III=III=III III=III=� N z IT_I =11 t=1T_I= I TfT 171 i= 1x4 P.T. BASE NAILER ° I I I —III —III= i —III—III- z_ I " ' I �ITIT #5 LAP SPLICE (2) #5 CONT. -I (j TI I 4°x4° INSPECTION o° I=1 11=III=I I IEI 1I I I I=I I I • I �1 l l lT m 31/4" BASEBOARD PORT AT EACH NOTE: g ° ° III—III=III=III =I - N COMP. SOIL, (COMPACTED TO ° ° FILLED CELL TYPICAL *FOR BEARING WALL III=) (—III—III=IIII T 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONIC, SLAB W/ UPLIFT ONLY — — — _ z —_ = _ _ = _ = _ = =—_ _—= _— 1�f I f T—I I 1=1 I 1=1 I I c� AT GARAGE CONTRACTOR —1 —III=III—III—III=III—III=III— I I= 1 —III=III—III—III= � � D1557) — r —r r r—t I I —I I r—I t-ri-! MIN PSI MAY VARY PER cn =� -I I I —I I I—III—III—III—III=III—III=III=III=III=)1 I111 = I I-1' 4" V-4" MUNICIPALITY. TO CUT BLOCK OR POUR "—I �—III-III_-III—I I—III—III=III=III=� III= CURB DUE TO SLOPE CONCRETE SLAB W/6X6 NOTE:EXTEND WlAXW1.4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1= "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �,S3 SLAB INFORMATION. ZrILL �= r ° y I � � 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR T z r „ BARRIER ; '` 9 I I— M min.) 4 D' C • I I r = a ° a �- GRADE COMP. SOIL. ' ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD, 90 HOOK (SEE ON U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CON ET SLAB 14,E O.H.D. RECESS z TF � I—, Y�=MIN I r SEE A/S3 OR J/S6 FOR REINF, INFO. 3" MIN. CLEARANCE 1' 1 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 — — — • _ #5 REBAR w/ OPT. -1fT=1T1--III= I-1I= - I=SGItEFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS d N M .. •a". �, q1= I I __- e rr7 50 ffl—I11 •a 'IIT I '''•+ .• IT_I�5 SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP, BD. 1/2" FROM SLAB 1 n,_n•, J CONT. BEAD SEALANT INTERIOR. ° d -31 - l2 a • a` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d C —I 11=1 a M 6 MIL VAPOR BARRIER 4 =1 I I=1 I( —I I (— I� ' I11:1 ,1I 11I,Wri:1T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 53 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° — SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN ^M a — SEE ROOF PLAN — — — a' ' a ° (2) HTS20 FOR STRUCTURAL r'- _ dTITI, BEAM SIZE & f e a T CONNECTION INFO r�I- I I Zx4 P.T. i 2x4 #2 SYP P.T. FRAMING w/ PLATE — I rl 1 I-1 1 I-n-rl t I I I 7/16" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 r- '- 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � > J 6X6 P.T. #2 SYP SLAB INFORMATION. Uj o w ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD ... d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN UL CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE — — — a E M FILLED SOLID (SEE PLAN FOR a a _ ° 6 x 6 W1.4 x W1.4 ice, SIZE AND REINFORCEMENT) c7LU ;III=L a °• = =III —III= T WWF OR FIBERMESH '- MI IF z � w = III- o w cn �ll�ll l —III I I —III w III I ICI ItllII I z a' -- - 00 11 OMMUNITY SPECS U-10 • ;• • WEREBEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED • ('t1' •COLUMN u rsus I�rttl�a�1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E CID 00 O v 8 N ccpp e{ "2 O O O O> O p s M N N Co U U N rn M W N to � C, C2 9 N m m� W 'or-m O m p W 2E°'O' �oU� N Q M z Q O z U ❑❑❑❑ W � N Q J M Q N cn C o (D 1 ' T w 0 n •U c, Q 0w o w. o um u., C E o g zI, o M JZ w M zo 3 ¢ L E Z O Wo > N < � CC E ® a= Z® 00 H (6 R0 O N ¢z O fz i ro U) : ¢o � m� o 0 Z w < �Z N LL°o a Z o a �w LU U ?a <� T,- CD a� >� CD CID V- zIQ a > O ? 2N O = 4) >� J v L c0 0 n� W � .> O 0 (0 1 n' CD W � c � r 0) •- r. o = 00 N M Lr) r E C: co o Z z ;� T E O r m a E v`i 0 _j ¢ o JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 T3 00 a� v 00 0 J LO lLi O CID TJ- m L 0) -n QD 0 0 J co LO 0 O 0 i 3 a N 0 i a 0 S L v d J 0 O C U y U O i U y Y i 0 v SN J N 0 0 0 a rn N t2 15 0 0 m (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND/A A FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER idq---�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 _v_ 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 --- BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 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 rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 d 11 ° ° d g 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 5-- ___1 — NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J 4J L.L r— Uj > 0 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .,' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 8 SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF M�NNITINGE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAILrp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP I iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 71 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 OR t SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �,14 SIMPSON SP4 SIMPSON SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 40 d RECESS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKETAS REQUIRED/ SIMF�SON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING LBTLOCKING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD T 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD . 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O C. MAX. O. O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCKMa- 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 -7 NAILS TOTAL) EA. SIDE OF 48„,SPLICE STAGGERED ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 d NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR -09 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) 0, • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " Q a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2--0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 C TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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 SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. rR FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. [�V ' Ci _ 5�' r. r° �?^F Ran ,°.. �k!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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q IWO co coIT E co pop No # 0 O 4 CD � J J M N r N # W LL LL ® PA yJ # W W 9LL�� u a a u_ rri M W N Cr mLL 3 ° a L O t9 CIL �E ZZo0 Z @ ago m O �i W Q w m o r� �° ¢ ¢ O W Z ��°'°' r> Z U C',Q U ❑��❑ W CD N O W O Z z CJ � N tno1 M z `° ''^^ o W V .2 4 Ui Y w a 0 - N N rl, � o N w� MIN U m L, e ,....,. Q 0 m II� o M J w M o Z U_Z< 1j_ E O E O o N Z® o a V Co g� t— CL X U &¢ 00 0, o <= ¢ ww L rod C . oY U m �0 0 our J m a Q W z z rn o `` o . 0 ZMum N U �o a a0 o W �o O VO' za I 0t ij3 2N 0 = > d' a� m L f0 0 ^ 1 W 00 O � M ^ 1..� Q 0 � c r 1 • J O 00 Cq N r ai M M o E f4 7 N T Z Z E o E r co FL0 _ Q 0 (D JOB NO : 20-0562 SCALE : AS NOTED SHEET NO. S4 3 m c a> v v 0 O J CM L0 O I N m 0 rM O J CV cD rn O I O i 3 Q O 0 FE E O Cn 0 i LZ 0 0 UI .O tl. U i d Y 0 0 0 v r7 N N n 0 r1 0 tM v 0 V) 0 m v SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Od x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. �� 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM • OUTLOOKER EDGES OF OF SHEATHING TYPICA TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO o 48" O.C. EACH JOINT W/ (3) 10d YAT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90 /o OF MAX. & (2)10d TOE NAILS @ 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 H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ • • BLOCKING —� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOMCE] 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED XTHROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d 6" O.C. "T" ma INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD;IK w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROMA SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ (2) 16d NAILS LDOUBLE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE 0O.C. 2x4 OUTLOOKER @ 24" TOPCORD (OPTIONAL -SEE 4" MAX. 62x4UTLOOKER BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16" 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FORTH E (2)16d OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1 Odx3" @ 4" O/C HGAI OKT w/ (4)1/4"xl 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS SIMPSON SP2 w/ 12 1 TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE. N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r f CO CO SEE STRUCTURAL NOTES AND NAILING 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER F@ 24" O/C TOP CORD x N CHORD BLOCKING N _ SCHEDULE FOR BLOCKING FOR INFORMATION `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ Ill. 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT F1, "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF AT 24 t2' 10d & (2)10d TOE LENGTH (SEE TABLE) CHORD FOR 4 NAILS @ EA. ENDGABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1 W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207 , L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. A D , SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT t— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS g5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 SCALE: N.T.S. JI ,_II. - a_ `Ill. 1 _°all.\ o � 11 .II°` 11 - °a4 a` a'a°II a 11.° ° aaII II. `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) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT i • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU nt--- MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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" O.C— TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d ---- — ---- — — I — I_ q o O 0 - W O cam? 0 o r � 0 � d LU Q CD � O o _ X Q o o � Lit L o LU I - ARCHITECTURAL FINISH NOTE: r EXT. WALL CONN. NON -LOAD BEARING LOCATION CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-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" SDS SCREWS TO TRUSS & (4) 1/4"xY SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS 1--CONT. BEARING 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 END JACK 1 V-0" MAX. y% LU CORNERJACK U a U Cr W Z X 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od 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 . 4 -N < • ••° O ka .``! P►Ii8I91I4s'I� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and se�aL W E C 000 N CC W N it OpO � J J LL 2 ® ,.�j M ��NO @i =LL J 3k W N , M Q emu_ W N aWa�Y z� Z ate°' Y�o W mc,0 m or�O : ¢M Z V— N N < LL Q O 5 0 < Z U ❑❑❑❑ W M M � N O z n z Q 0 N M c� Z :o ^, o 0 w O I. w N o v M W r— m E 8 =1' _ ® . I'I c 0 ¢°0 4m O co w co p z Q J E oo , ¢N Q E ® wz z® oa fca _0 O E < a'0o 0, i; O xz N ¢o ¢o az rw no (n C _ = y2 m� �o oLL Z z m Q W a`hi Q 3 o z 51; �W o� _ 4 Y =3 6� � � o CD V < ¢ >° o � U 3 � ,O N = ` > Oct J ui rn m L f0 0 n, W 00 .> 0 �1 > 0 Co ^^11 m co W = ... o T O = OO M Ln r T— � E cco a Z CC z :3tp r E O T- d E U J Q J JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ix4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"� X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL 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" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" /7//x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRIN END w/ MIN. 2" EDGE DIST. 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ Zx P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @12"o.c. 3-1/4" DETAIL BUILOVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. II ARCH BLKG. & BUCK —� Z-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) it 2'-011 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8", ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP%5 SEALANT PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYPE) STD. 90 HOOK (' F7E IL t] Lila L +5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4 X 31/2 TAPCONS AT 16 O.C. SECTION a@ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" rR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. O.C., 2 ROWS STAGGERED TD• 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ` FACE YP.) NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' 1 ' +2NO F @ FIRST COURSE - ` SIMPSON HGAMIOKTA @ 112" O.C. w/ (4)1/4x1 1/2" SDS SCREWS ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" rHE S TITEN INTO K.O. BLOCK -EITI FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. XO + tE/ + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + CENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 6-0" I F.F. EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE a -D , ♦ 3 =1 I —111 1TI I 1 I151711 � .. D III—III=1II� -1T�111— . D •a � III—T(1_I GRADE A* a, CV •q f �D a' ° D (2) #5 REBAR. MIN. 3" 16" MIN. 00,COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 to IL 0 LLJ L v FILL 1 St 4 COURSES SOLID W/GROUT e a a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 314" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH ° D #5 BAR x CENTERED W/ s H IN TOP C)D a KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •a °, D e AND SECTION DETAILS -I CLEAN FILL ° DIRT Z STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL, , s° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1'-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY �J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT ia� SECTION SCALE: N.T.S. SCALE: N.T.S. ��aaaaa»I;I trrr�Po,�, v IV �,f N E •N r Ul z U �Oti *•....,•1•O"�� SR0 {a. 1111,0 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. W E y a o co8 00 Nor- I+ V O N N M M F N co LPL LL 0 U u.LLj *1 as 0 M Q �O'ii Z -0U)� w � vi aa�o 0Wo a @u;o W" C co 0 r- u) 0 HMO mmZj 2 Earn IL Z rn �N Q coZQ o 0 rr o N U ZN ❑000 W z � o 00 z z Q � N Z Q)'LL r C/7) Y o ® Q L„ N r~ E �N N0. o w. � � v m m r— m E O S all_ =A... s v o � • ®1-1 c Q � o CD w M M w ¢ o vz Z U_ l.L a E Q zo oo Fz >�> Zo a� z® oa (U X O �� 0 0 o< o� L <oWw ¢ ,J M c) -'v o O �Z Nm 0 mo O, aW zz 2 � o� 58 a V 3 <0 dLL =F �- �3 o w �° 2N 0 = >� m L f6 00 x O C s C� co o r 2 00 6 M �— E T _ o z M z 7 f/1 r E O T— E cc m0 a •• a 0 _j ¢ o c JOB NO : 20-0562 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YV7 G- IUU IL.L Lr1l,r r I f\VVV YYLLJ 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH r 1y:3 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 — w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —'---WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN I 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. �7A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD SEE PLAN FOF TOP OF WALL MIN. (2) 2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY g SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS iIMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Old INTO BEAM - SEE tOOF PAN FOR MORE VFO SEE FLOOR PAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PON B ANM OPTION B CONNECTION INFO COMMON BM. TO POST ATTACHMENT SEE ROOF PAN FOR BEAM SIZE & CONNECTION INFO. —� SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. IL: GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN I. FOR CANT. t-7/16" OSB FLITCH PATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PAN OPTION C `../ BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS d° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC) ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 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 LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUTr3_9'� SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS lilt,, X01111U1lilt SE ••N 0• -- w U�o �GOFQ z �. �K, Qom•' V1917,ROFess\Oa1' To the best of the Engineer's knowledge, information and belief, the structural plans and spec fications 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. 16- �� v t-co Next Q v O 00 0 m co N N C ( 0 N J J LO� LL LL O ..�.,M�-Np -� J ll1 W LL LL M L1J LL N d .n v Zis ; c Ll d Y cc� Q m O W C N `- mor -c`o m 0 m� Z IL NQcNnZ ¢ O 5 U 1— J W ._ M � — Z N Z d N 13irrm (D z ° o v1 Om (D LL --J fn Y w n 0 o Q � � cn , U o 2 ws (10 o U C° � aimw r— m E — O 8 U t 0 ¢ t 0 sm o c w M co o Z Q L Q E O wo a� zp ❑a CL — E O X O aF 0 Oa N z woo ¢❑ dz �w (Q (n C = m� p our C:�m <W co N r O o� z C �0 Fr w, >° CD CO 10 a ,o ACV = > d' J aM m L 00 .> O �1 > O Q C o = (0 co r J r r CD Ln r- 2 00 CN M T ui E CO Ch r o z cc z :3 E O f �, ac0 E 0 a0 m a) JOB NO: 20-0562 SCALE: AS NOTED SHEET NO. D 1 v+ 3 S J m W v v x 0 0 J Q0 Ln 0 I 0 m b v 0 rh 0 J CO Ln C I N L c v c 3 a 0 N 0 0 LZ aci 0 U v /q Q> 0 U s i z I Y i 0 LZ N N n 0 N t2 0 0 0 m v cn FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER wooD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include �V 0.6 cm : 30.5 cm TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ( ) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (A SEMSLEDWINDOW) OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING (SEE DETAILAILWPR703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEWP07) SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 1 1 BE USED. 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape 2 2 Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p entry cavity -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface SELF -ADHERED FLASHING _ BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, �0 RELEASE PAPER TO EXPOSE EXTEND MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y 9 O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following,: z 3 SECTION -A (SEE DETAIL WP02) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 O 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING , • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK ' INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. \ t / �Ground� 7. At built-in gutters. rvrOnu11%.1 SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as 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 FLMOrnrvu 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE -00 134 E AM SELF-ADHER O T 4" PER PLAN 1'-0" PER PLAN SHOWER SEAT 4 G SELF -ADHERED FLASHING OUTSIDE CORNER Z r2 0- a CL = w C7 U W W Q W 0 U) SELF -ADHERED FLASHING PATCH HERED FLASHING 01� ®1 J a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB I BOND BREAK WRB _-SF LATH I� OP - - A S BACKER ROD US FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Stampede or sim. caulk for all 0 N 0 N r• N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q ci CD _ E OOO 0) M N N N cn m (p Q N_ CQ (D J LO � U u H O M � N _ J � # # � J d Wa p. ti LL N ,ij M LL W to a a, o g O Z m m o_ O O W _ M O r 0 on J ❑ Q ¢ O= Z @ N ° NQMZ ¢ O Z W U F- J 0000 M 8 z N O z z Q o � N Y w 0 o '� • U a O Lf) V) ,y r c o o uss � � 00 rn U12 oilw � O 8 U o W sm o M w M z o Z z¢ _ (� Q E O E zo w= >R zo a@ z® v CO a o� F- gU X1 o¢ UO '0U o0 a AV N T ao ww �Z w .73ffm -2 M � c �Q rY U mo mo o LL Z >� Z _I 'n a' O Z, U SSS a 3 U < w o oz a �w =� o w =� �o CD zl¢ a H 3 �N 0 2 E ai m E2 1 00 ... O Q o � m W co = O� o� T r 2 00 04 M r ui o M �; r Z Z E Occ E .- a U 0� Q p _J JOB NO: 20-0562 SCALE : AS NOTED SHEET NO. W P M Mounting Byr�yal�ckpa�y�ts (10 l��) -T 1! yAk i' g901'IT x Zf 0' Ste Amhor Schedule Belts 117 pia A325 Gut. (Typ,) 0 IT rl�:ashelrs alf- kirwg hi Left Becket P 6 Gauge) INSTALLATION INFORMATION 0 �It 1 Crossport (May be coat tb 4AW) Bracket (16 Gauge) revs kC Urit So mm Edge Hurricam Strap (Typ1czF 31n frartt) Front Cross Support (May becut to W) Skill Cross upport into AIC Unit arrt Aida (Typical.- 3 each side for hurOca use,) Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 3/28/2018 Product Approval Application Detail Cock Entity or Date Date Date Pencil Date Type Version Manufacturer Contact Enolneer & License Validated Sv Validated Submitted FSC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, -I-C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/17/2017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300.1800 Subcategory: Metal Roofing info@gulfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Se # _9_ Product Model. Number or Name Product t Description Contract Expiration Date In HVHZ Outside HVHZ Resistant t3�_ 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" Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16" Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.0PSF 3 1" 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" 24ga. VersaLoc 1&quct; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32" Plywood -138.5PSF 5 1" VersaLoc .032&qud; Aluminum 1" VersaLoc min .032" Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32"a Plywood -101.OPSF 6 1.5& uot; 24 a. Gulf Snap q 9 D 1.5& uot; Gulf Snap 24 6 u q p 24ga. 1 &q d, Wide Rod 04/122024 Yes Yes N/A + A/ -NIAI over 15/32&qud; Plywood -116.OPSF 7 1.5" 24ge. VersaLoc 1.5"a VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15132&qud; Plywood -123.5PSF 8 2" 24ga. Megal-oc Min 24 Ga. 2&qud; Megal-oc 18&qud; wide Roof 041122024 No Yes N/A +N/A/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16" Wide over 15/32" 04/1212024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Pudins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga, Gulf Seem, 1 3/4&qud; Snap Lock, 0411212024 No Yes N/A +N/A/ 18&qud: Wide Roof Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood 04/122024 No Yes N/A +N/A1-131.PSF 14 26 Ga. 5V Com P Min 26 Ga. SV Crimp Rod Panel over 1x4 Wood P 04/122024 No Yes N/ A + N/A/ Purlins over 15/32& ud' Ply wood ywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32" Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Rod Panel over 04/122O24 No Yes N/A +N/A/-63.5PSF 15/32" Plywood 17 26 Ga. GUIfPSR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 3/28/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Deslan Sao # Product Model. Number or Name Product Description Contract Expiration Date in ll Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuIfPSR Roof Panel over 1x4 Wood 04/122024 Yes Yes NIA +N/A/ Purlins over 15/32" Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. Gull over 15/32" Plywood 04/122024 Yes Yes NIA +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over tx4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15/32" Plywood .151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GulfRlb over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32" Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -1%2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +l l -159.2PSF 24 26 Ga. GUIfRIb Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15132&qud; Plywood -164.2PSF 25 29 Ga. GulfRlb Min 29 Ga. Gulfil over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/AI 15/32" Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. Gulfft over 15/328qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purim over 04/122024 No Yes N/A +N/A/ 7/16" O.S.B. -101.OPSF 28 29 Ga. Gulfl Min 29 Ga. GulfRib over 7/16" O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Descrlptlon: ALL Approved for use In HVII ALL Approved for use outside li ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL ry _ FL17244..1 ESR-3455 ESR-3445 12/31/2020 12/31/2020 y� A23 HU210-2 FL10446.2 FL10856.4 ESR-2606 ESR-2549 ii'.A3 72131120?0 ._.3 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/3l/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 _ HD610 _ FL17232.4 _ ESR-3445 _ _ 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 - - - HD0410 .. ..... _ ._... ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL171l Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12131/2020 HTA16 FL17680.4 Evaluation Report 12/3112020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680A Evaluation Report 12/31/2020 HETA20 Ill 1473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 1.. _..._. HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 ____ __ HTW16 _ FL17244.8 _ _ _ ...._...._.....__._..__ ESR-3455 _ _ 12/31/2020 HTS16 FL10456.22 ESR-2613 12131/2020 HTW20 --FL17244.8 -- -- ESR-3455-- --- 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 F11-6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/3l/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 1 FL10456.19 ESR-2613 12/31/2020 HUS210-2 FL17232.6 ESR-3445 12131/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 ._.... - HUS212-2 . .. -- - .. _ FL17232.6_ ...._. ... . ESR 3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 1213112020 .... _. HUS26 - FL17232.6 - ESR-3445 _...._.__..__. .. 12/31/2020 HUS26 FL10856.11 ESR-2549 12/3l/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 1213l/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12131/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 1213l/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12131/2020 FL17232.11 E_SR-3445 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 -JUS26-2 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12t31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12131/2020 LSTA12 17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12131/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30 _ FL17244.18 _ _ ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 FL17244.18 _- ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 _ LTS19 FL17219.2 ER-0200 - _ 12/31/2026 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 li1470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12131/2020 MP34 MP4F _... _._.. FL17244.23 FL17244.24 ES - ESR_-3455 12/31%2020 LTP4 FL10446.19 ESR-2606 ...... 12/31/2020 ......... MP5 - - FL17244.22_- -_ _ - -- ESR-3455 _. _..._ -_ 12/31/2020 LS50 FL10446.16 ESR-2606 12(31/2020 - _..__.... _.__..� MPH3516 - - ........ --- FL17240.3 -.....-- .........., _..... ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12131/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 1213l/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 - --MSTC52 __._......_.._..._FL17244.26 -- - -- - -- -- ESR-3455 - _...___._..._._ 12/31/2020 MSTC52 FL1085Z11 ESR-2105 12/31/2020 MTW12 ....-----_...--------._._._..---._..__._......_....... MTW16 FL17244.8 _...._`_.......... ..._...-'---.......---'- FL17244,8 ESR-3455 -----'---"---------------' _ .... ____ __ ESR-3455 12/31/2020 12/31/2020 MTS12 MTS16 FL10456.33 FL10456.34 ESR-2613 ESR-2613 /2/311200 ..............._...._...._..__.......--- 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12131/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT Ill1470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904,6 ESR-2616 12/31/2020 NFM35X16U F11-578.3 Evaluation Report 12/31/2020 MBHA3.56/16 Ill 3904.6 ESR-2616 12/31/2020 PAU44. _... _._____-. PAU66 ..__. FL17239.13 ___.._. __._...___ _ .. _._._ __ _ ....__ ....___._.._____ ESR-3449 .. .._. _.... 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 _..----------- _ PHD2A _ _ _ _ 112/3112020 FGTR FL11473.2 SIM200802 12/31/2020 _ PHXU3516 _ FL17241.20 ESR-3444 - 12%31/2020 CS16 FL10852.1 ESR-2105 12/31/21l RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17238.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR 3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 .__---'--......_ . ......... .......... RT5 .. ..._.... _......_ RT7 FL17236.3 .. ._, ..........._,..__. ... - ........ FL17236.3 - FL17236.3 ESR-3448 ....----_ .. .. ... ......_..... ..I..... . ..........-- . ._,._-._-__...... ESR-3448 ESR-3448 12/31/2020 ......_ . ..._.-._...:. _. 12/31/2020 12/31/2020 H5 H2.5 H2.5A FL10451l FL10456.11 FL10456.12 ESR-2613 ESR-2613 ESR-2613 12/31/2020 12131/2020 - 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12131/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/3l/2020 Si SPTH14 SPTH6 SPTH8 FL17244.32 FL17244.32 -- FL17244.32 FL17244.32 ESR-3455 ESR-3455 - _ _ _ ESR 3455 ESR-3455 12/31/2020 12/31/2020 - 12/31/2020 12/31/2020 SPH4 SPH6 SPH8 U24 FL10456.46 FL10456,47 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR- 6 3 2 1 ESR-2549 12/31/2020 12/31/2020 12(31 /2020 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12131/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 FL17232.17 _ ESR-3445 _.-.__.__.... 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033.1 Evaluation Report_ 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 LGUM26-2 FL11473.12 SIM200802 12131/2020 PRODUCT APPROVAL SPECIFICATION HEET 2 ,8y 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 they will be utilized on the construction project for which you are applying for a Cate gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.14 +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 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothtstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/3112020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI 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 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/3112020 PGT Series 5500 FL261.1 NIA 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12J3112020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F- METAL ROOF Gulf CoastSuupply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076A - FL15076.2 NIA 12131/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie 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 NIA i/i/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 .n The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the follow) g information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) I , APPLICANT SIGNATURE DATE Cll Cn ^' W > o U Cv Q O O .� U CL N Co O co N 0 C CL � O � Cts 0 O +r CIO LL %&M- O co • /^ E O �t O 0- 1 C- /M rC%V� C HEET NO. PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 6 12112f2o18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Rage 3 18 12H21291e Entity or 294 2111 Data Pending &,qgL EntlN sirDataomit Data Pending Qy(p, Z1■. X4L1[lgII Manufedurer Contact Englneer8Llconsa Valldakad By Validmed Submitted FBC Approval Agnrovad Shuts yga Version Mamhduror 52DieSi Engineer&Llwrxe Validated By Valli^Mari Submitted FBC Aoonvat SC Ao�vad $,(gjyj Revision 2017 Therma-TN CorporRion Rkk VAtght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10AW017 07/122017 10118QO17 12/12/2017 Approved Revision 2017 Therma-TN Corporation Rick VA19M Lyndon F. Schmla P.E. Ryan J. King PE. 12M 312017 12/13/2017 12MI2017 OW132018 Approved Category: Exterior Doom (419)298.1740 PE-43409 (813)767.6565 riot Dears . (4kvi(Mr19) .1740 PE 3409 (813)767.6565 Subcategory: Swinging Exterior Dow Assemblies rickw(irwbldgoonsutimxs. SubCat gory,Ext subcategory: Srmging Exlerla Door Assemblies nckw�In4WgrAnsubants. Compilarov Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida tom Compliance Method: Evaluation Report from a cool Professional Engineer Florida aped Architect or a Licensed Florida RBA Professional Engknear „ ... ,. _ 'Fti2046Y1t�i'Pnducb "•-,.. ';' k:_� 9eTa Product Model. Number or Name O,,IIW Asa Product o to P Deacd ! n. CoMnet EYoirffiIOn Date Aotupved for Uae A roved for Uae JgigAgt. De=1nn LtuaillvA range Agprovad for Use Approvedforllae WWII In Outside HVfii Resistant Pre�aure+ore � prvduet Medal. Number or Name Product Osscdotion DoMiact Eaoiratio_e_Dak in HVHZ 0 htdeHVH2 Bgg(fjggj Pjegjure 1 a. Thermo -TN Fiber -Classic and Smooth -Star Nominal "*39;8"Non-Impact&tPo4Opaque 1=11r20 No Yes No WA 7 a. Therme-TN Mer-Classic and Smwth-Stm Nominal 6&it1973&quolJ4QHmpact&quol: Opaque 121312021 No Yes No NIA Composite Edge Fiberglass Slrglo Dod (InswmgKX iswing; X corMgureson) Composite Edge Flbergbss Engle Dow 0 9: X configuration) 6 f. arms T. Fiber- lassie and Smooh-Stan Nominal. 9; not on-Irn att ot; &q N p 8,q! paque 12/31 Composite Edge Fiberglass Slagle Dow n,...a..m.n.,.s.,.. y .,,.e..,..w.... o Yes No WA 6 f. Therrnii FlberCNsslc and Smooth -Star Nominal i36i399 "Norrlmpatt&qud; Opaque 12/J1/=l Composite Edge FPoerotess Sirmle Dos No. Yes No WA n. Florida Department of Business & Professional Regulation Page i d1 Building Codes and Standards Iffimle Product Approval Appilcoo tlon Detail IlE SM-INa Ent*, or go no Dft pending 20 Mum vmlm LUOUFAchm contwt Validated By y yd"d Submitted FBQ Approved Approved Revision 2017 Themme-TN Corporation Rick Wright National Action & Ryan J. long, P.E. 12202017 09212017 1222/2017 Approved Dategortr: Exterior Doom (419) 2WI740 Monagentem Inothle (813) 767-ON S Exbrbr DooAeeembpes ridarr�rwbldg eonsu9anb. ubCabgoryk Swinging CompNwma MNhad: CaNBcation Mark or Liming poor omwx AOWdw id for Noe Approved for Use llgg,e Product MOM, NUNmr or Me— l0iantlitoLftklo NVHZAnd" PMYWE 1 a. 8quo1;CtsaloCmfi&quor; sand BquarBendtmark by SIB and BIO Opalnt and Gleaned laborgkas Door with 12012021 No Yes No WA Themes-TruBqugk and without SMenes. ImwkV and Oudwing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegeidt ' 1152018 211111111 EntlW or 2im 2MR DW Psdcmm gas mm Vermont MML&dUw conud EminwaLJanM VRIW bdBy Validated SuftWed FBC Agafmal Aalirottl ama Revision 2017 TMmt-TN Corporation Rick "lit NaBomd Aaxeditation & Ryan J. King, P.E. 12202017 092112017 12122/2017 Approved Cobgory: Exterior Doom (419) 296-1740 Management Institute (813) 767-M5 8u .Sari Exterior OoorAetMtW' polo conaufiema bCategegr' aging to nft++'® N9 Camplbncs Malatd: Certification Mark w LteWg wan FLal5=^4 Products OLoW Am Approved MUM Aaaroverl,ffiI!g Im■!a ggbn lm.E In K" oublogvHz Biomass Ptomaine & e. aquot;SnaothStor" and &quokSenchm ik by B18 lied tut Opaque and Glazed Phonation Door wail 12/312021 No Yes No WA TMmw-Tru&qud; and wOhgp Sidellum. thawing and OuNwing N C- CV Q N fa U fi^Dt,, C O co a^, W � -0 5 ICU O CB • CA C L a t� N c O O Co () / .�' Zn E a`U O —0 w.// LV 4 Florida Department of Business & Professional Regulation Paget 02 Florida Department of Business & Professional Regulation Pagel of I Florida Department of Business & Professional Regulation Pager 1 all Florida Department of Business & Professional Regulation Page I of Building Codes and Standards Building Codes and Standards / e zd,e Building Codes and Standards , &rm,a Building Codes and Standards ,stance Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLa15332-R5-Pmducra - - . . 13■4271-M FLU Quality Assurance ApprovedsL? s + fw Use Approved fwtlse aeo a Product Model. Number or Name Product Desttlptlon Contract Excitation Date In HVHZ Outside HVHZ Resistant Pressure Emoft M Whit liallat Dow Promote 20 291k Enft or 21b 21k DOI& PAMWIM 211a .ice Eft w Ra neat! Dab .Pormlm 2aft VNYbbtl By t SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12812020 No Yes No WA lea y!� i� yaM� yea 41� �i.Aa[Mfd AOg� �� tea �■ iA10{�C i� EDOIOIeL&IJ2g9■! $! AgQ[i� � tea. VermontMmudwW—Se.� EOi11H4lL.{I.I,IPlOa! l Aa!>i'�AMR 145.3/4&qud;x80" NON -REINFORCED Revision 2017 Clopsy Building Products Company Mark WMe "mrf&m ImkTesting Services NA, Gary Phmhler 1129=17 08/102017 12/05=17 Approved Revision 2017 Ckxpsy Bu" Products Company Mark VifeNerreld htbMk Testing Services NA, Gary Pteehlef 1129=17 08/102017 12/05=17 Approved Revision 2017 POT Industries Dean Roark Mleml-Daft SCCO - DER Mmml-DMb SCCO- VAL 12012017 11262017 122512017 Approved 2 SERIES 420 ALUMINUM SGD SERIE5420 ALUMINUM SGD OX Xo, XX 12/312029 No Yes No WA Category: Eiderior Doom (513)rro- 2 Inc. (513)5194505 Category: EMaricr Doom (513)7704(162 Inc. (513)519.OM Cetegery: Exterior Doom (941)486.0100 (785)315-2590 96&qud;x80"NON-REINFORCED Subgory Cala: Sectbngi Exterior Door Assemblies es mweguw modo•aubCssagodb ry: SendExtedo DoorAsson0a mwasmr5tldmdopsy.eom SubCob": Sfidieg Exterior Dow Assemblies dreark�pgOMustrtes.door 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31 Q020 No Yes No N/A CoaglOMloe Method: Cert(acstlon Medic w Lieft companion; Method: Certification Mark or Listing compliance MslhedCe : rtiBatiwt Maio or Listing 145.3/4"x9S&quct; SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX,: iZ312020 No Yes No N/A FL6l&14W Fractions xERIES4 0ALUM]NU d; Aporaved for Lim A—,dfor lM boa Dead- Ou ftPrsue— A Approved for Use Is ..ot Damon Approve am, ���e tm�t P!!Im 5 SERIES d30 ALUMINUM SGD REINFORCED SERIE5tx%&quMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A mi i In Jim o POIW@ &1J1 t0� Pm� ant In HIM Ql i Jt� P[M ere, 1438qudX968qud; 37 037 11105.09 PAN-2F151: 84A, W, 73, 75,1500,190, 76, Steel Pan (min. 25 ga.) SingfeCsr (up to 9'0' wide) =12028 No Yes No -30 PSFI V 53 053 VP-16 PAN-21F153: 84A, 94, 73, 75, 15o0, Igo. 4RST, Steel Pm (min. 25 ga.) Double -Car (97 to IWO' 0521,12M No Yes No +30 PSFA30 10 SGD4670 (Lags M4NM limpet) VI" Siding Glees Door 041141=1 Yp Yes Yea WA 79V, 4RST, 4R3F, ORST, SRSF, 2RST, 48. 42, 55, 488, WINDCODE&1174; W5 Getgs Dow PSF 4RSF, BRST, GRSF, 48, 42. W, 48B, 428, 66S, GD5S, aide) WMOCODE&a174; Warepe S GDoor PSF 428, WS, Gods GDSSV. GRSS, GR5SV, ARSS, ARM. GDSSV, GRSS, GRSSV, AR5S, AR6SV. EDSS, EDSSV EDSS, ED5SV FLs11537R7 296 mm! Version Von Revision 2017 CURRIES Division ofAADG, lac Cabpory: Eidarlot Doom Subcategory: Exterior Dow Componeds Conq*l r MNhed: Certification Mark or Liming FL#ll$37R7 Product Aaa Product Aft". Number or Nam 1 607. 707, 727, 747, and 847 Single and Pala of Doors Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Mall Pogo 1 Of 1 115120111 Entiftat 1AI to Dole PoncNm 20 SMlhet Enabnr3 L&ana5 VNiabd a. VallYftd Subra FDC Approvel Aggt mind awn Dodk Dave UL LLD Ted Boman, PE 11130I2017 10r=17 1205=17 Approved (641) 4044844 (305) 866-4707 derewdedleQaewabby.to In QY ,Nt, Am Cal ' Assre ved for U" Imw6 Damon PL4BntQ�CdIWmcontract Elimination DabstajOQ,Qi deride XVNz Reol@MMP Flush, Glazed, and Lowered slgle and Pala of 12I31=26 Yea Yee Yes WA hollow insist doom. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL1n769& 5PtoWCts Quality Assurance Apwovetl Sea # Product Model. Number or Name Product Description Contract Exdration Date In HVI 2 185 SH 52x.72 Fin/Flange Frame IG/SG Single Hung 10/082023 No Page 2 of 3 112D2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs I of I I 1902018 FLIM 2LtB4 pii for Use Impact DBaIM OutsideHVHZ Resistant Pressure Srstlk Erditat 2FA 21M laPgsrAm t>o Yes No-601-60 nmg VKSIMI Mantic Su4Dted En,Validated my yew Submhkd FBC.Amroval Approval EMgn, Revision 2017 Ckpay Bu90hg Products Company Mark WeWrfield InteftlkTesting, Service. NA, Gary PNMbr 11rimil, 08110=17 1210512017 Approved Category: Exledor Doors (513) 77"M2 Inc. (513) 51945ae SubCabgory: Sectional&Udw Door Assemb8es mwesterfiNdlitic".own CompIW NWiod: Cerdludw Mark or Liming Q MaBld Aomwed for led Aeerovad for UM .Issued D.WM UWmdm Date inane In.HVNZ ouuesWeNVHZ t Plea sure85 O85 WB-09 PAN-2F183: 73, 115t& 94, 42,4S. 42S, 485, Steel Pan (min. 25 ga.) Sinks c. (up to 8'0' wise) 05021=8 No Yes No -38 PSFb42 4RST, ORST, GOBS, GRSS, AR68, EDSS WINDCODE81H74: WB Gore" Door P51c Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 02 +2pr2o2o Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 of I //&gate Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 11=18 Code Entity or 2da ale Data Pendina Det. ELF En o 20 nub Paedte 9ak B12SO-M leftwind E � o.b Peutdkm PM Version Manufacturer Contact FJndnaerB License Validated By Validated submitted FBCAooraval Agp3X2g status Vasa na �■ Nanufacwm Enaatora LlMns■ WgftlW ev yalir�f 3!!�Wffi FIND Approval dr E,.En I1ra Y9dm tfaDlt[�C Epa VarldNetl By YaI�A $ p AP�ffi $MBn Revlslon 2017 MI Wndoas and Doas Brent Siding., American Architectural Steven M. Unch, PE 061042019 061042019 OW72079 Approved Review 2017 POT indmomm Dean Ruam Miaml-Dade BCCC-CER Miami -Daft BCCO-VAL 42202017 12MOM17 12262017 Approved Revision 2017 PGT lnduefrfes Dean Roark MW&Dado BCCO-DER MW.*Daft SCCO-VAL 12202017 12106=17 12252017 Approved Category: Windows 1717) 365 -3300 Manufacturers Association 1717) 317-8454 Category: Windows (947)48100 (768)315-2590 Category: VYIntlOvle (941)488-0100 (766)315-2590 SubCwegory Fixed Compliance Method: Certification Mark a Listing belkli ger@miwd.com Subtlabyory: Fixed drusilapgtinduehia.com SuW&bowy: Skill Hung dnork@pgbnduebts.com NNlrod. Certification Mark or Liming CompikowMstod. Certification Mark or Liming F- a Oualltv.Assurance Aowoyed for Use ADMOVed for Use Impact carrion ausm AeprovedMUM Asmentived for Use IMWAA loom QualkLAguyA A Agligyed for Use Asioneradfor use, how all" Sea a Product Model. Number or Name Product Description Contract 601121101120 In HVXZ Outside NVHZ Reslstard Pmssure AMP ProductM tlel Mud, or Namo � OubIM HVHZ p Epg,P P ,IMHVHZ, HVHZ l Pressure 1 185 PW 73 x 72 insulated Glass 0410312023 No Yes No -601-60 a P 11!tn name Labelle 1-1 —W Fhed vwvew na3MaMp Yu Yves vas WA 7 SH.65pe lLeroe Mbea. lmMd4 VI.W Slmb Hum NMd— 07/3012020 Yes Yes Yes N/A Florida Department of Business & Professional Regulation P.ga 1 d t Building Codes and Standards 11=16 Product Approval Application Detail FLRUNU .&491. Enserg 20 t t Dar Pending 21h Im vorcm V"Ukaww ! Engineerrran..yagdwdBy y5Atl5tFA Submitted Fad AEA Am& Revision 2017 TMnna-TN Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10118=17 10/1&2g17 10222817 12/122017 Approved Cabgay: Exterior Doors (419) 2WI740 PE43409 (813) 767-OM Subcategory: SwiegMg Exterior Door Aesembltes rkkw®r■dxklgoweamor s, Campliange MMW: Evaluation Report from a am Florida Reghbnd Architect or a Licensed FlorWa Professional Engineer FLap64045 Phalluses Qud& A-- Acerseed for U, Issued lw Product Morfel. Numbs or MM CMbaMammalian Approved nbtu 1� 9>� proruun 1 a. dquokFteaClaesk", 8quokSmoolhStr&qud;, 6&e39;a "hppad6quob Glazed Flbaglass 12/31=1 No Yes Yes WA &q.OtClaa.CmWuok or&grokClas"afi Single Dow- pp Inswing or Outsw)ng Conflgustion RuMWgtmt 291111 .Ara ymlm WAnuhww Revtsicn 2017 Jams. Hardie Building Products, kw. cNspory: Panel Woks Subs, alm: Sldkg compliance MNUW- Evalafkm Report from a Florida RegMbmd Archbold or a lkMsad FWWa Professional Erglnw PUI319240 Produces tt! ProductatedN. Number wNMb 2 HardlePtsnk Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel 11 11swill Ents, a 121M Rota DAN Pa xim 21h EDglwr&lJoidn" V■NdwdBy Vagdow Amkmod FlICAsionavollA9Jtm>ud to" Pugettong Zhu Ronald I.Ogawa John Southem, P.E. 082b2017 OCIOM17 08282017 101102D17 Approved (900)340.2927 PE-24121 (352)367-2526 plopehMttg.sl Usomeshar die.conn OUSM urges- 9gu.ad for Lim Approwetl OsLds )meet 2eft Prod�Doo"m Contmed, Examination DON In NVHZ oumkto R Pressure floor-amem lap siding 121312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Page 1 o1`2 Building Codes and Standards 12012020 Product Approval Application Detail Quality Assurance Apwnved for Use Approved for Use. Impact Design Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape + d i v5gns FLa13n2-R5 990 EBl9Lor 211a 21M mb pManm 20 Ixaa V-10, tl L Qonad Epg164lIr&Lkamm! Veedebellk Valid AWmitlMl FOCAmmrd AgmMned tit & Revision 2017 James Hams Building Products, Inc, Piegaheeg Zhu Ronald I. Clime John Soufham, P.E. 0625=17 087092017 08/2820t7 10110=17 Approved Cabgwy: Panel Web (909) 30-2927 PE-24121 (352) 367.2620 SubCabggry: Siding pingehaegshuDim-Mor Complieni Mall , : Evaluation Report from a db.com Florida Registered Arohlbed w a Licensed Flords Professional Engineer amaNbf AgMaxe&far U" AcarayMMuse JmMgl gin Am product Mw1N.Number aRant InNV!¢ ouwa Resistant Pr m 2 HombPbnk Lap Slding fiber-amem lap aiding 121312020 Yu YM WA WA FLiM1Ril 296 mme Ya!edon Man Revision 2017 PGT lnoushNs Cabg": Windows SubCabgory: Mulkorm compliance, Isolated: Certification Mark or Listing FLA16141111 Produce 5!g! Product Model. NumMrx Nag 1 Mullions for All Doom and Mildows Aumhsdmk Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I d 1 11512018 Eoti4Lx Io )tact Dab P4asUm 20 Endrimeraillomme Vardwtl By Validated Submlfled FING,AQtaray.( Aegmsml ima Dean Rusdt MWd-Dade SC00-CER Mtm4Dodo SCCO-VAL 1210-VM17 11/152017 121692017 Approved (941) 48"100 (78M 3154M dmarklipp8Mw8bs.00m Q iggOfa Aoohavedfor Uw ADDrawadforthas lmad Damon product Davariation 10.l= Outside HVHZ gobftm PLla us, Aluminum illusion 051282021 Yes Yes Year WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop l all I/mI6 ELlt&272:62 rao EniftLor Rik DOW Ow Penrgm gait v lea Yfnl9a deer &a1a4t I!rgd r31icamew V■ khftd ey VaYklelled AWROM FOC Anoroval AgraMIYA Etm6 Revision 2017 AbWO Nick Thompson Lyndon F. SdmddL P.E. Ryan J. King, P.E. 1010472D17 10103=7 10/112017 12/122017 Approved Category: Panty Wake 0110) M-2389 PE43409 (613) 767-M SubC.bgoy: SdBa mhompsonQ■feWe.corn ComplkwA MoMW: Evaluation Report from a Floods Registered Waxed or a Licensed Florid* Professional Enghbsr Qu&V1LAtlyrend Approved MUM Aoomwdfor the lgmer3 DwWW Sane Product, MAIN. Number "mom product Dmwdobo Coamet Expiration Dar InN HzV outside NWiZ PrMarsk 1 a. "2T" Sd1M Vent or Solid VW71 Soat 12131reM NO Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page t d t +W2o+s 926 EI1l.Icar 21k 20 DOW Pending leant malt y!!al9a ofteedwout Conta9t EOakw&uLmrm Validated By Volidabod E1l1mIt+bd ADM's3ss1 ANN Revision 21117 Clopay Building Products Company Mark VintW%M InWM Testing Services NA, Gary PhthW 1129=17 08/102017 12f0612817 Approved Cabpoty: Emulator Doors (513)77"M Inc. (513)5194508 Subcategory: Sections[ Exbritr Door Assemblfes ff re W lbld®bbpay.eom complbna l- - : CerlM arum Marra or Luting QlNt Approved for thro Answered for Imatef pmdm mom F lalQ�S 1 PnurlM 102 102 W8.16 PMt-2F753: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Pan (min. 25 ga) DoubbCa (97 to lfQ" 05212028 No Ya No +37 PSFI.41 4111811`, BRST, GDSB, GR6S, ARSE, EDSS wide) WINDCODE80174; Wit Games Door PSF Florida Department of Business & Professional Regulation Pega 1 d t Building Codes and Standards V6go+s Product Approval Application Detail FLl1a1H2a# gltla Entity or 21a` Ica 010 PeDstlm 20 IYa Vent tam facWm coolant Enalmo[.&LLicense vNMNed By Vagdmb4 SubmHbd FD&Ae MVW AMXVM &a m Revision 2017 James Hardie BuMmg Products, Inc. Pingsheng Zhu Ronald 1. Cgawa John Southard, P.E. 081252017 08MO12017 0828I2017 10/102017 Approved Coneg": Paal Wags (11W 349-2927 PE-24121 (352) 367-2526 SubCaegory: Siding pingeheng.aluawnHh" Compliance k%O d: Evaluation Report from a dle.cwn Florida RegNbre i Ambient or a Liaised Florida P a lonal Engineer FLNIM914116Produet QIMOL A for Use Approved far the t81gae1 2WM Mail PmduaMedOLNunafwwLVrM Product DmWotkm Contract LOAMOORDAU In OuMdttiYtlL t?ti44Bt Premium 1 Compleak Lap Siding mtr-amgM lap Biding 12/31r= YM Yet WA WA Florida Department of Business & Professional Regulation Page I d+ Building Codes and Standards 11512018 Product Approval Application Detail ELf]NUM 220 Ear a Daft Rdt Dar Penciling Dft Lea Vw lm 1Manufacturer cvnbwt E.Oh C& d@s youddwBy xwwol Sub,WW FBCA■—al AlRMW M" RDVWW 2017 Alsk a Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10I042017 10I032017 10/112017 12/122017 Approved Category: Panel Weds (330) 922-2389 PE-43409 (813) 787.8655 SubCab": SoMfa Mnom son@alskla.am OM Mora Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pmoma onN Engineer aluwzflzmdm Quality Assurance AnoNwotbr the Ananwwfor un !mom Dorm ,agga ProdwANaM.NMaborxan. prpdmoncridon contest Exnkadm In I Prawro 2 b. 4uMAltsnce, T4&quok Sofib Vent or Solo Vinyl Soft 12MI2020 No Yes No WA U) ca"i O U Cn 7t:f O s_ Q— CIO CL U O L V �- (3) v I V M� W cut G Z Z Q J SHEET N0, PA 1.1 N N : A — " O Q Q O W ^ � � `" (3) '�'� ) ' ^ _V J Co��/ t'rt !Vl v Q /1 O y.i. � O Y� O � ++ CC O ') CU O • — T! � J L_ C ^^ cn CU CC y/ CU O ^ Florida Department of Business &Professional Regulation Page 3 of 3 Building Codes and Standards age 3 of 3 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1ng/202g 9 Product Approval Application Detail pp Florida Department of Business & Professional Regulation Pop i at Building Codes and Standards 5r2o1e Product Approval Application Detail Florida Department of Business & Professional Regulation Page,+ a I Building Codes aril Standards Inr2o+a Product Approval Appilcadon Detail WAErdity or 2& Date Pon g(,g Type Version Manufacturer nse Contact Engineer & LleeValidated By Validated Submitted idated Smitted FBC Approval Ann.Stamrs Revision 2017 GAF Michael Slleh Robert Nleminen John W. Knezevch, PE 12/11/20i9 12/1112019 12/la2019 ding FSC Appr' Category: Roofing (a00) 7a6-3411 PE-59166 (954) 772-M4 ubcategory: Asphalt Shingles malmho,af— Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . ,,. . - -.. : FL#im244125 Products - c _ Quality Assurance Approved for Use Apwoved for Use Impact Dasim a !1 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outsltle HVHZ Resistant aplg rig 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated. Stab and 121162022 No Yes N/A N/A hipiridge asphalt shingles Cow Emily or oats eta Date Pemm�a Date mm Version Manuf4durar Contact Erxdnear 8 Cleanse Validated By Validated fitted FBC Aoorowat Approve mug Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Preset Locke Bowden P.E. 10/192017 10/05/2017 10202017 12/12/2017 Approved Category: Un (417_edim644 PE-740Z1 (334)304-18g0 ComplinceSubcategory: eUwd: yments twrl_eden@tamko.com Conggerucs Metttod: Evaluation Report from a Florida Registered Architect or a Licensed Flonda Praessimal Englneer : eu4232B - _ Quality Assurance Aoprovatl far Usa Aggmwd for Use Inn"O Resign So_o i Product Model mortar or Nvro product Desttiotlon Contrael Exolratlon Date in HVXZ Outside HVH2 Resistant Pressure 8i Sam Entity or 29A )� go mm V-1- migaidliggill consist Enconsor.i.Licanse vessel ■ Yamlubmww Ear aSagID7NQ Revision 2017 L.V.Thompson, Im dba Thompson ArtlaNUural T ChMtnun Zack R. Preset Looks Bowden 10//02017 10/102017 10117/2017 12/12=7 orry try Approved Mataes CompanyRooftiAMCQ) (813)24&3458 PE-74021 (j34)300-18(g tony�ganefakoofing.com Gelgay: Ry: Roofing SrrbCalegory: Raeflag Acaseorles that are so - Mtagal Pat ofthe Roofing System GpmPaaa Evaluation u6pma Porloa Rpbbrotl ArctMact w a Licensed Fiorkro Ch MVAM!■me AW ±Ies AWrsxed for Use, IM= QWmI BELE In titer assistant Pe,( 1 TAMCO FiatTop OBFStlge Vent wish Bafies for TA. 26 ga. sesag reddas* wrestler with be% oacorma Yes Yes WA WA Fla1es194rs f4,0! Sher at � 21M d��■ 20 Seta! Ylpl4a A conbm FppJneor {,License sa YalNatl By Validated auhmod EDC ,Asammya( Approved Revesidn 2017 L.V. Thompson, Imo dba Thompson Architectural Tory 24S U n Zadmary 1 Preset Locke Bowden 10/1 n2017 10/102017 10/772017 12/1Z/2077 Approved Matelary: R any (TANGO) (ei3)2483458 PE-74021 (331)300.1800 SubCdo: Roofing toY®gometakoofing oom BubCwpory: Roofing Adaswresa that am so Integral Part ofthe Roofing System Compliance MNod:Evaiwtio Report Florida Rpesesntl ArehBed w • Llcernaed Fbrioa Probational Engineer Automated for Use A—,dfor dhs NEW 21M ftE Prialkitt Model, Numbw Predict Description contract Exwndlon Date In KM tudlddl HVHZ Rise PJ;!!!NQ 2 TAMKO Goo sand Vent 28 ga. 0BPog2026 No Yes WA +0/-52.5 6 No. 16 UL Asphalt saturated organic felt 10/182021 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Building Codes and Standards pap 1 Oft I/NMte Florida of Business & Professional Regulation Departrrnerd eg Building Codes and Standards Page 1 off 1=16 Florida DepaMTent Of Business &Professional Regulation Building Codes and Standards pegs i a I 1152019 Building Codes and Standards Product Approval Application Detail i/r2o19 Product Approval Application Detail PProv PP Product Approval Application Detail Product Approval Application tMhll RE :iii Coda Entity . Did. Dale Date pandno Owe 19LE2 5"1 bat! Revision t� Version 2D17 ieemhgmlaet L.V. Thompson, nc gib ompson, Is Thompson Antthschrsl Motsla Company (TAMCO) Category: Roofing SulaCafegory; Roofing Accessories that are an IhtsgrolPartd t e Reotkg System Compilante Meted; Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Enalm er steel lfellde� Tony Chrso it Zachary RL Preset Locke Locke Bowden (a13) 24834M PE-74021 (334) 300-160o oornl d0 do dfJ�egd EJdmllMd 10/10/2017 10/tOf2017 fffir�mrld 10/17MD17 20 Aa®Md MZ2017 E>iae Approved Trim 7yW Yea Revision 2017 d LV. Thompson, be dba Thompson Archtlack al Mot Company (TAMCO) Catagory. Roofing SubCaesgory^ Roofing Accessories that a e an WWM Pad gift Roofing System Compeaa nMatlod: Evaluation Report from a Florida Registered Archiled w s L.Ianaed FbMa Entity Rgnggt lm�Ca1keses thlldtldffi Tony Chrlednen Zachary R. PRaat Locke Bowden (813) 2483458 PE-74021 (334) 300-19DO torlYttgmmel+nOOermg.CORm g0 Bag Palms dfeWlegd fa�AWrmMI 101102017 10/102017 10/17/2017 p0 Aggrieved 12/122017 afesM Approved � ],■! YmIW Revision 2011 ( Florida Metal Products Inc, eo!:Cah g Roollnp SnbCwgwY: Roofing Aaaaales that ere M kagral Pen of the Rodit System Co pBsea IA~. Evaluation Report from a Florida Registered Arditd or a Licensed FTorkla Probubnal Engineer Entity or S� Emiesu3l�es Yeldegdmt Clark Jonas James L Bucker, P.E.Q No" John Riefler, (904) 783-s400 GEUCK Ermgkmeerlrp P.E. ctad@fiartgo-con PE-31242 (561)414.7657 � I0 ones. P.nene Y EJmmind lair-AWrs7f� 1012512017 10/052017 10272017 4!g Aag�.0 12/122017 $■W Approved � Version Manufacturer Revision 2017 Lcmgory:Inc Category: Roofing SubCategory: Roofing Accessories that are an Integral Pert M the Rooting StunSystemR Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Flodda Professional Engineer s Contact Endnser&ckn.,, StevenValidatedBr. Andrew Carter James L. Buckner, p,E. Steven M. Urich, PE (501) 982-6511 pE31242 (717) 317-8454 scerter@lomanco.com Validated Anted Submitted1161217 FBCA/2018l 04N92018 12/i &2017 04/162018 Approved Status 06/122018 Approved Professional Engineer FL$2160AI Products Quality Assurance Approved for Use .Approved for Use Impact Design FL*Idtl&M Praised, Sep# Product Model, Number or Name Product Descrlotlon Contract Expiration Date In HVHZ Outside HVH2 Resistant re sure Quotas Aestorescis Agsrovsd for Uaa AWrovedfor L a tg= DAWN 1 Deck -Air'- DA-4 Low Profile, polypropylene Fla stic,Roa Vent 07/10/1021 No Yes No +97.5/--9T5 aega TAMCOOBRNps Rod Vera with eafSa Product DomadodwUse S estEi91 I90.Qmt w 26 go. soap rod wngato ith integrated bass O9IOB2026 in HVHZ Yes Approved for U" S KVi Yes howd WA DI- p1 WA Ali 4 TAM00 Round TopOur-Wrlps Writ with Bete for TM $■BLASENmW C aJ?e0t 26 ga. shtic root wmallorwith beft owoo2026 AWrsIIllfor Use Age Use in HVHZ S' ioHillL Yea yes Imbed Resit WA Resgn Pressure,Pressure,3 WA A2E 3 3 - FLAMCO &grmabRV 10 Ridge Vad&Cuok from OA2YAlunnimen �Alueminum Vent. for p fabricated 12/3t202g (n ltYNi i No Yss assistant No Pr!!■II WA Wohenimily Attached to Pywootl Dack. Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards i20n020 Florida Department of Business & Professional Regulation Page 1 of i Building Codes and Standards i12=020 Florida Department of Business & Professional Regulation Page i V I Building Codes and Standards 1/20/2020 Florida Department of Business & Professional Regulation paps I at Building Codes and Standards II mill Product Approval Application Detail Product Approval Application Detail pp pp Product Approval Application Detail Product Approval Appikatlon Detail mm Revision FLyk�349.R1h. Se4dt VitalgLl 2017 Manufacturer Bazi Roofing Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from e Product Evaluation Entity Products Binary S+AntaC Engineer&Llcenee Validated By Anderson Robin IAPMO Uniform Evaluation GaryW. Welker (601) 380-6091 Services LLC (205) 854-0160 RobImAnderson@boral.co m Date Submitted y�(tg Submitted 10/18/2017 101062017 Dale Pending FBC Approyat J24tt Approved 1021/2017 Status Approved Cede �e Ver=tan Revision 2017 Manufacturer Global Protectim Products, LLC. Category: Shutlers Subcategory: Storm Ponds Compliance Method: EvaluaionReport from It Flodda Registered Archftect ore Licensed Florida Profassl.at Engineer P,ntlty or Contact Engineer &Llcensa Validated By Tim Robinson Welter A. Titit Jr., P.E. John W. Knezevich, PE (954) 689-7545 PE-44167 (854 772-6224 ) Ilm.robinson@gppent.com mom to Rats Date Pengino Validated Submitted FBC Approval 09/06r2017 081312017 09/112017 Date2ft pact 12/122017 Status Approved R4■ VOW- Revision 2017 ibhfw— co Building Components l corn Group lac. Cw9wY' Structural eonpon.w SabCs*gce Trove PmmEvsk Compllaneallaared: Ewluatbn Report mom a Product Evaluation Entity E� a Stuart Lewis ICC Evaloatlorn Service, LLC (407) m M. Rarer, PE (847) 9 86473 (407) tint 19f7 alPwie�apna9w.aom go 20 aid®tal FIND Asmoravall OW792017 OBID72017 go Appf»I EWW OW212017 Approved — a Date Pending Versa EB in, t� bmi4 Approved 7Y84 YeC9L4U Manufacturer Contact Erwlnaar&License Validated By Validated Submitted FBC'Aoorowi Rpnroved Star-s Revision 2017 All American Shutters and. Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E.10/182018 10/182018 10232018 12/112018 Approved CategwY: Shutters (561) 712-9882 PE0046549 (954) 947-0880 Subcategory: Storm Panels mikeb@allemericanshutte Compliance Method: Evaluation Repot from a rs.com C Florida Registered Architect or a Licensed Florida Professional Engineer Sea # _.. _. Product Moat. Number or Name Quality Assuama Qs Product Description Contract Expiration Date ...., Approved for Use Approved In HVHZ for Use Outside HVHZ _ Impact Resistant gpslon Pressure F L#15876:R Prodrufs-- S_gg # 1 . ::: _ Product Mode, Number or Name 20 Gage Galvanized Steel 5tcrtn Panels/HVHZ .. ..^ . ;,.,.:, .: .. .: ••,., .. Quality Assurance, Product DesmloHon Contra Excitation Date Comgatetl Galvanized Steel Slortn Panels retained 12/312020 w not . tracks to provide hurricane election. .; •;' ::. , Approved for Use Approved for Use In HVh1Outside HVHZ Yes Yes ,,.. ,,, ., Impact Resistant Yes Deslm Pressure N/A .,�i .F1Y8T7899.1t2 Ro 1 ...r, ,,we, , 3e93E Product Model Number orName 1 24ga Galvanized Steel Storm Panels . Quality Asswmrce Product Descrlotlon Contract ExWratlm Date 24ga Galvanized Steel Storm Panels 12/312020 Aomoved for Use Approved for Use In HVHZ Outside HVHZ Yes Yes Impact Resistant Yes Des Press rg N/A nM99NU Produces a 1 ITW productMod ctiM MpMf Strength (H & S) Metes Connector Plate 12/J720Z2 AWesu9lglgt AaRMrsY.for .Use, Yet Yes ImWM Qesign PR OMM WA NZA Assassa (D 16 exmY e r a- a o, o es 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, FI Pr-Z- Stockton, CA 12/312020 No Yes N/A N/A Split Old English Thatch 18 Saxony 900 -Country Slate, Sheba &amD; State Flat Profile -Henderson, NV 12/312020 No Yes NIA WA 19 Saxony 900 - Country Slate, Shake, Slate Unit; Split Flat Profile- Lake Wales, FL 12/312020 No Yes N/A WA Shake 20 Saxony 900 - Shake & Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A NIA 27 28 a 900 Ville 900 Medium Proffle- DenveresW Medum Profile - Lake Welts, FL 12/512020 No Yes N/A WA Florida Department of Business & Professional Regulation Page, 1 d I Florida Department of Business & Professional Regulation Pegs I a I Florida Department of Business & Professional Regulation page, 1 of I Florida Department of Business & Professional Regulation Page, I oil O Building Codes and Standards 1/512016 Building Codes and Standards lmmis Building Codes and Standards 1/520+8 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ■ — ! IYW Revell Cale Ymlm 2017 Mamdachm ITW Sulking Components Group kn. lintels contact E■h*Kauesme 3wwlbddtll Blued Lewis IOC Evaluation Sella, LLC VOism M. Ranesd, PE 21K 21111 Yeldmtd flatWtlYtl MIWA17 0W07n017 Deb Pending PR4.AWrslul 201 AWs1td 09212017 Ron Approved nmue4o &sme mm Veram Ravolon 2017 Nhmufacww FTW Building Components Group Inc. Badly ErAlnwa.Llcense Vet Stuart. Lewis IOC Evaluation Somko. LLC WMWM M. Ranter, PE Pate Ida Data Pandkine VaNd&W Ehdlmllkd FallAlamsal OOII 2017 09N72017 22M AWessed O 212017 am& Approved FL#IN94t6 Slags 11M vow Revision 2017 lYmdIMMor IT1V Building Components Group loc. Entity at Cmldnld EWInelacALkaDW whistled By Stuart Lewis ICC Evaluation Service, LLC Wham M. Raileal PE 20t 21M d Validated EWmmffi PWAWr9nl 09/192017 OW072017 211111111 Approved 091212017 31gha Approved FLa21974rs Sande yltW Version Revision 2017 11esIWWll Mrrek Indusidee, It. i!nmw Contact Engineer is Validated0, David VJed ICC Evahalbn Service, LLC ICC Evaluarion Service, 20 Reg owle"no Validated Submitted VISCAncrmri 101192D17 10/19=17 Rot ANhhrs7d to" 100"17 Approved Cs*gwy: Structural Cwnponents SubCebgory: Truss Plates (947) 9186473 (407) 611-1917 slAvb�elpineaw.eom Category: Structural Plotes rate aubCaesgwY: Truss Plates (aa) 91aS473 (407) s61-1917 etewls®attneaw.am Sub a bg Structural Components SubCaesgory: Trues Pestsa (847) ea4i473 (407) 681-7917 elewis�apreaw.am AtepotY: Structural Components SubCaesgory: Tries Pestea (314) 857.7480 dwert®msgwn (206) 5994e800 CampNes Method: Evalefion Report from ■ Product Evaluation E ^aY CompaniesReport from a Product Eva MahonMethod: tiny ed R Product Ewloelbn Entity CagnYna 9laerod: Ewluatlon Repoli from a Product Evatwlbn Edify CanpNnu Matlod: Ew Report a Product Evaluation Entity ■ _ L]E1S994U ■pia PtgdlMg Product ModoL Number or Notes Quasi Assurance P Aosrsysd for Use Ag9roved Inlsddi for lie Dub" HVHZ 1nmd Resistant RWgn P.nrtue aeaE Product Machal. Number 2MdkCAgNrsOes Product Disaidation Cooled Exchristion Dials Approved far LIM AI oraved or LIU Lamm Sam UNEd Blab= 22WM pt — lag ygg Product Model. Number or Mom Product pnorhftn Godmat Explestion Vde AWrsved fort ! Approved for Uas In HWQ Ortlalds HVirZ mmea ti4lWam pallid 1leesars Fuxl9t4M Products 3ga! Product YwlN. Nurruharw Nanr causes,As i Produld Delimitation corArad ExobaLlon Dole Approved for likes Agl>exd grS4a In outside, bagod Res!■ Rise 1 2 ITW BCG/A4kr Huge Plate Metal Connector Pis* 12/31J= Yes Yes WA WA 3 ITW SMA"a Truiox Meat Connector Plob 12/312022 Yes Yes WA WA 4 rrW SC( nions View Moth Connector Plate 121312022 Yes Yes WA WA 1 M183i16 IS 9L super high strargM buas connector Ws* olluir 23 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Page I a1 115201a Florida Department of Business & Professional Regulation Building Codes and Standards Page / Of I 1ffim18 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of I 1/512018 Florida Department of Business & Professional Regulation Building Codes and Standards page 1 a+ 1/5410te O }a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (�'1 FLO2197.R6 LM � Version MMUMMUK JrlMmtg combat Brad—a.LkaWs Yelklolled By 21M go Ydd&d AwmWW 1 FSCAnorsxel 20Srds AW[+md sma Fl/219741s rims Verson mmub Iw EHM or Coldest shallow i.Lk— vaed bd0v d� � ! 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Category: Structural Campommts SubCaegory: Two PIMM David Wart ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851.7480 LLC. dwarfmmll.com (206) 599-0800 10/101 17 14191 102=17 Approved Revision 2017 Mi7ek Industries, Inc. CaOpory: Structural Components SubCwgn7: Tries Plates David Wert ICC Evaluation Sevim, LLC ICC Evaluation Service, (314) esi-7480 LLC. dwert®mil.com (2o5) 5994800 10/19=7 10/192017 l0r2W17 Approved `v > Compliance Method: Evaluation Roportfron a Product Evaluation EMhy Compliance Mooned; Evaluation Report from 9 Product Evaluation Entity Conrptesmcs Method: Ewluatlo Report from a Product Evaluation Entity OMok one I I : Evaluadm Report from A Product Evaluation Entity O FLates740 Products FLa21974tl Praduw FLa2111i Products FL#2197411/ Produces 11.— Quality Asounneficar Aporoved for the Aggrieved! for LW lm ✓ !� 91M■LAeste■W Aosravedbless A tin IMGe�I Resign for ed A tM bal RWgn AaorowdferUes Agoroved Mikes UNN Resign � IdE PfoduotbadN.NuMwwNarne Product, g.tlY!$ owkbliVkQ ! ! gas ProdudK%M.NunbworNave Praised DNOtWAM contract Emoksom Deb toKVHZ outside Hill Resistant Pressure aw Product Mader,NM"forName 101 IN Dub"NVHZ Res~ P.resesrs affix Product MOW.NuderorName product posarhom Contract ENOFOOM Date In oqmwdt1QlZ FA&btut PPS 2 Mil 16 10ga. trot wnnsdw pMb 01/012023 Yes Yee WA WA 3 MT1alis IS ga. high abenpM toe connector plat 01/01/2023 Yes Yes N/A WA 4 Mr20 20 ga. trues connector plate 01/012023 Yee Yp WA WA 5 MT20HS 20 ga. high strength bust connector plats olmir 23 Yes Yes WA WA EesrshCdMda Search U O Florida Department of Business &Professional Regulation Page z az Florida Department of Business &Professional Regulation Paae i of Florida Department Of Business & Professorial Regulation Page I of V Building Codes and Standards 121112020 Building Codes and Standards it2012020 Building Codes and Standards 115=18 /1 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail S ut 6rod(,d FL11774Aa T�L9S E29 Version Manufacturer Entity or Contact Engineer &License Validated By 2di 2111$ Valltlffietl Submitted Date Pendlno FBC Aoprowal Data Acorowtl torus Ssdt mm Yenlgn 1 = S� EoldWeLaltgama vetM.ba � Mail dha� IffindWralrsl AonhmMd Am& � LJJ Quality Assu once Approved far Use Approved for Use Iq,� Design Sea# Product Model. Number or Name Product Description Contract Explratlan Data In HVHZ Outside HVHZ Resistant Pressure EGitorid Change 2017 Weyerhaeuser Category: Structural Components Rob Baldwin ICC Evaluation Service, LLC ten Lehrer, P.E. (263) 924-6476 (808) 839.3288 04N7/2018 03222019 04/082019 Approved i High Strength Cmade Lintels 4, 6, 8, and 121nch wide lintels 05212022 Yes Yes NIA N/A RevWon 2017 Commercial Concrete Produdt,inc category: Structural nppnsw Robert Of THUY H. HUYNH John Hoy (813) s PE-60122 (352) t1a8-5311 101142017 10N32017 la2o2017 12/122017 Approved SubcategoryE gl eared Lumber Compnanc tab de, Evalu rim Report from a Product Evaluation Entity RobertBaldwin@wayerha fir cam le Dubpalepory: Protluda Introduced oaRee,uea y plbiancena Method: EveWllon Repot from a Compliance Florida Registered invented or a Licensed Fords Pneaatpabr49yalwo.00m idomml Q Z F1N8627-R10brpducts _. Probselonal Egioaw Quality Aswrance ed Use A AoorIn a Impact u 133tIIl4tCProducte ZNumber-orpig"duct S# 1 2 Product Model. NumbName Mlcrollam LVL Parellam PSL oDescription contract Emiration Date Laminated Veneer Lumber 03/312021 Parallel Strand Lumber 03/312021 HVHZ No No side HVHZ Yes Yes aeatct N/A N/A e P.m sore WA N/A affix Product Moci Number or Name Cluster, Assurance Product Doomigdon contract E -_ Des Approved for Um Approved for Loso gy(aQQ Outside kmad Resistant Dwal- P� Q J 3 4 Tlmbe,Strand LSL TJ Rim Board Laminated Strand Lumber 03/312021 Structural Composite Lumber a Oriented Strand 03/31/2021 No No Yes Yes N/A N/A N/A N/A 1 Quality forecast w Commordal Concrete Products Pretest and Prestressed Concrete Lintels 0528/2024 No Yes WA WA a board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 0313112021 No Yes N/A N/A SHEET N PA 1111 t V�A(V q- I I -,,o V 0 g