The URL can be used to link to this page

Home My WebLink About3010 Nubbin Ridge Ln0 ALL WORK SHALL COMPLY NITH PEVAILING CODES FLORIDA GUIL DING3 C;00E, NATIONAL ELECTR, C C11m; AND THE CITY owZCPHYRHILLS ORDINANCES 13 1 A _. r. MINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or insui. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL 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. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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 MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VL orV.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 wl With ELEV or Elev. Elevation FED 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. Paraliam WDW HDR or WOW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 1941 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 MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. i ., +r®ttettttetr!aaarir Vie. e ee. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Ronde 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. to �. W g v E N N O C) t) 0 J M N N N b LL C" N M N J# 7j M S W - (n aS m i� 25 0. a LU 10 Z13 C > .` 0 o X. � O X. R W v COD F + C N tD mor- z N Q M Zus V O z � � ❑oo W M z �p M d N cn M � C� 0 CL V � a 0 tae. s ZD u 0° W m L E Oall I> S t 8ow �m AMA w M z o z � �oE �o ao<� >o Q o E U " Z� °d N o U ()p 0< N@ It ao W� ra Y U r o U LL Z ZZ N � on Z go a _ 0 T, d w< ;o V zI < a 0 ?i �N 0 = ;n d,: J L � cc = T n/ c CSC LL C13 N Q C O W Co LL' r o � Z Co r 2 T- r LO OM ai E w N r toCU o Z Z E p NCU E c a U -J� Q p � JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. C S tr c a> 0 0 L0 LO r� I N i Q -d- rn C v O J LO L0 M I N it 3 a 0 d E I2 O 0 U J LZ 0 A H.B. S3 25-SH EGRESS O 25-SH EGRESS - I \ I \`\ ib00 O 0 5-SH " I? AC PAD N DEEP w 1 FIBERGLASSO A \ Je is �RANGE PENT Y M I 0?_ I SURROUND I S3 ( _ _ \\� F TC G Lo= r I TYP 1 @ \ r- m oo to I I,B STORY ( N 00 \ 21'-2" 2'-2„ - 10'-4" 10'-421 , L. CD2, 4, I 51 32 , I 11'-0" T OC7 \\\ I uj CAFE N N � 0 Y 7 I �= BEDROOM 3 2" �- I o� r ' Ci rn � cn w O _ SI K w/LISP r- -, t o `� I D•W• I o o TIL 1 8- C G. I L6� � VAULT. CLG. PATIO CARPET \ Q \ I 1 L_--J -- I BEDROOM 8-0 CLG. 2 CARPET _ TILE o -6 BEDROOM 4 MO w v - o _ C_____� 8'-0"CLG. oo �o w 8'-0"CLG. o------------------- _ _ _ OPT CARPET o N rnio rP CARPET REFI I 5068 B.F. 4068 B.F. 4'-0" 11'-7a"1 I 8'-8" 5'-4" 14'-6" I 5'- T-6" 6'-10" 4'-7" .-100 19 r Itn1o0 r N --------------- iv R&S 2668 c9 2668 '- `' CV HDR AT T-4" I - - �-- 23'-8" T-10" T-8" 10'-10$„ 1 7 '4' 1 --- 6„ - ENTRY � o 2:12 VAULTED CLG. A O 3068 1 1 8'-0" CLG. 9'-4 ' CL • FAMILY R M 1 I 9'-4" CLG. R.A.G. o CARPET (3) 2x4 #2 SPF w/ K DTT2Z @ BASE CC D S3 S3 S3 - -- �� AHU 1 11 8 - C G. �N NOTE: FINISHED i WALLS TO BE I I TILE N U �-i IIN v)ll FLUSH. VERIFY IN I I S3 5'-11$" 4-0„ _ o Ilx Q �l f3 FIELD. I I I OPT. D PT. LV 7t1 1 1 I I TYP @ 1 STORY ! - I I I I I I - T ! I I I o0 BERG (3) 2x4 #2 SPF w/ SURROUND SS "mod' R&S I j I p I Oo I I I I c00,I S3 DTT2Z @ BASE _ _ _ _ _ _ L _� I N 60"x36" HANSON j C, I I SHOWER 00 BOX @ 36" ZDRYER ,� I w I I -_ A.F.F.- K M i O� I I - CD t l VENT S3 r j I > � rn 2068 5'-3 " 8z, 3' !10" ( THRU ROOF I EDGE OF SLAB 2" I 00 I I I I BEYOND WALL I x I I '-1 ' T-0"I 17'-8" I 2668 7,-8, 20'- I `° 78, O�w ui IY Mw I N� _ 2 CAR GARAGE 1 T OWNER'S SUITEI W.I.C. r 8'-0"CLG. '-0" CL . j _ rn 8'-0" CLG. TB 00 8'-0" CLG. 2, 6„ I I I I CARPET CARPET BUILDER TO PROVIDE I I ( I I I I TYP @ 1 � APPLIANCE I I IGARAGE �OPENING INE 0 5-SH I WHPROTECTION N WHEN REQUIRED L ----------- 1 0 - - - - ___ - - - - I 6" DPrT R&S PER FBC T A H.BJ S3 55'-10" 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 H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25� S.H. 13 20X38j 184X371 S.H. 14 20 X 50 � 1871 X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20 X 72 18 j X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38� 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 j X 37 314 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J4 X 63 36 7' X 62 1/2 S.H. 26 37JX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 ' S.H. 36 54 X 72 52 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 +29.7 / -39.2 0E +26.6 / -28.0 0 +26.6 / -32.2 0G SEE SN SHEET HH SEE SN SHEET 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 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0rr (GARAGE / LIVING) ;� ytiIsaE mho: a , To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q 8 p N cp 0p N N Cl a� "n N LL A y3 Q:M�-Np 9L J W Q 2LLLa rn M S ai�LL 52 W N °-a a �(6rn 0 W O m 0 0 m 0 W 2 moNCO m m LLW E T m a o a T. N o N Q C) z of 0 Ln U 0 a Z U ❑❑❑ W M tl M •- VZ _ p z z o _.1 M d N M 2, 2 o Q) �N U W 0 n U a OW N F- C2-- E W � o �'.... r- m E 0 8 = U 0 ¢ V 0 • ®o sm o W Ma C") S 20 ZzZ 6 =o � Yo E E o w < z® I- r13 x 0� _Q O E < o o N (d N o ¢ dw L =3 W U NO m 0 O O� Z N QW Cl)z o O d Q a w U ?� <0 'aLL xG �3 o aF i° O V zla a 0 3 �N 0 = 0 ■= T CC `° N ^ J a� O Q C m 2 T O ■� Z NO T � � o r r � E N � � o Z Z E Q m Ll E U J C C C JOB NO : 20-3575 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND KITCHEN 6 0 0 (V O ' OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW le MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE C)_ SHWR. o 0 CABINET 00 _ VALVES _ = o TOILET `� 1, SOAP PAPER C° 00 C)DISH U } I HOLDER _ t p� o 0 d- 02 0 z �- -r C)-r t co COS N> O co LT M co"t N UB . FIN. FLR. _ KITCHEN 0 F a3 MIRROR N co O M OWNER'S BATH BATH 2 O F- O 00 INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT SINGLE EXCEED 12" MAY ROD REQUIRE A SUPPORT BRACKET 36" H BASE O o FINISHED CABINETS COUNTER TOP 30" H BASE CABINETS 00 00 C)00 U_ t 2x T >Z } _ `n _ _O Oo _ FRAMING rICV O - 0 0 r I- Li M 1 /2" GYP N r ``' - N T N r? BOARD FIN. FLR. r FIN. FLR., _ 2x P.T. SOLE PLATE BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS - SCALE: ,,r_,.o" 0 N O N O CO O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H E °�° F. rp ® � OOO m Co N (p pppp N k d M m N '0 LL J LJ H •7 - INL7 �NM� a. 3ai d Z � EU- ��, W N a s � o ro d o W m 0 m W 'm 0 P ( rn ¢ a LLE M �p Z N¢ Q �U U O J ❑❑❑ W M � N O z � O _ z N � � z C CL N C_' v1 M o zC1 �(L) C l V .0 C�J W pQ Qn — w V)cl,E Um r— E E 8 =. 0 c U) ®0 Q o em o w Cl)z z ¢ o z < ILL. QI= o o Y N z® � _ ° 0° O U C] N LQ a0, �o xz Ww J W ro N C _ C D 0, U U , 0 oLL z z C J N �� Q W �z Cn N 3 CL 02 z ao N a h �� C) azo �w = C.0 V zl¢ a Ov � N =0 ` J L ICU c� = T rl( C CO IL.LL c° J N ^ Q C o O m CO F*- .� T _ o 'd" • — Z ND r T C)r 1 T (0�r 0j .0\ N 'n � Z Z E O 0 FL Co 0 a 0 JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. 2 14'-0" RIDGE VENT 12 5[:� FRONT ELEVATION - Al 122 15 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS rnnn - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1'-0" TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. 10 TEXTURED (TYP•) CEMENTICIOUS FINISH ON C.M.U. (TYP.) I LEFT ELEVATION - Al I I '� ,, I , . , ,III I I Ii� i 11 F1413 -I#- 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. a•- J •-= I- �`�� O� aC A C y , rF��r �d 0 (6 ��sr66fE3i40il�i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ,q UN (p W N co:' O O N -J W n4JWLL 00 o LL -Ja Z 1133M �� W In irU- a 0=o x m o W co a)o_ 1'- m W IL 0 2 E C rn 2 -1 o d ILZ• O N O= N Q co Z 0 SQ V 2 Z) Z O ❑❑❑ W W � QNQ Z r0 Q Q � J th � N M a `o QWIL/I Q) V! _ LL W C) U Q OW V � O �V v w rn m E o g =i C) O e o w M J oz ZM � L- E z o � Z'Z Z o U I— 0o XU 00 'O U o j_ N z o <a it Z a �w s U)C 0, .0 0, Z J <°_ C/) Cn o� Z no v '0 a� J W =3 r �� I I O Cfl � j z¢ 0=k 3 �N 0 = J L W f0 .= r N C CU LL. co N —' O 0 CO (V m rr T O ■� Z r T ON C)t T ui M w N L0 o Z Z E O y f0 n- EICU U 0 Q p C a) JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. 3.1 -F — 1 --T- I _ TF I - FF 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) p TEXTURED 0o bo CEMENTICIOUS r FINISH ON C.M.U. to (TYP.) F.FL. � -10" __, 6-0" 15'-0" RIDGE VENT 12 5� —EXTENDED OVERHANG T BE CENTERE1 ON DOOR 12 5� 12 :::�5 1'-0' REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" T n_M_ 12 �5 RIGHT ELEVATION - Al E: 1 /4"=V-0" 2'-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. 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. o, 5 [� 1" A a � " lt✓ C1 a 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q �8 N"" 000 N ' a m c; J O r-- N C U5 N LL C')fNN 10 }V� V 0 .ID 7 -O J U W '9 LJL lL J a. 0 Q �? 6 cl w LL vi ai cp L a a it Z atom�O @aDo ofm0 m W W 'morCO 2Eci � ¢ Z Joa 42 NQrNiZ v 0 Z) Z ° L) ❑O❑ ly M � ' O '0_ QQN V Q M it O M [Q Z a ss^^ c V u_ / 1 `V " Y W O 0 Q L-1) Lo W C of �V U W mapjj o = N III,V �iIlli III p III,ii C o V sm r_ C ¢ W Z CM co m o < J L.L. Q E E OV w c z o oLL Z. > o z® ❑a CU O E K O ao O ' U 0 aZ CDC'J<ow a) 0 ¢ a L o i Y m O Z aw N of z go Ion Q OLL a NF 2 aLL 3 xF C:)a O � z R I6 Mo a OU ti � �N 0 = ` >ca J L C7 = T LL co N ^ J O -p (0 T 0 Q) . � Z N �" 2 0 CD LO T � T ai M w 7 N 7— U') o Z Z E O N C CU a t� 0 °' Q o JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. 3.2 2" 1" N � " cv 2" iv 00 CO • VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" ljl2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 14 1'-10" --- r,N ^ N b iv 11" 32' tq 1" 1° 1' "8" 12" 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 21 2 12 1 1/2" RADIUS 2 1!2" RADIUS CAP RADIUS 1'-54' VARIES VARIES VARIES VARIES BASE chly c- co �IN = —104 Cfl CAP iv 1" 1" 1" 1" 1 _p 1'-4" 14 1 1 0 1 N BASE 4" 3 34' 4 r i1V _ rTa Mir 1 1. T 3.� 4 4" 42' IN '— T00 rN 3" all 3' 4 4 VARIES 1Ir 2" 2' 2' • TN 4�� 12" 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 8" 2" 1'-6" ki 0 1" Eli Q > 1-1/2" THICK w Q > 1-1/2" THICK 24° e i0 IN M a" j" Cw 2 4" - � CV 101, � 10" 6„ N 6" 2 2�� iv `IN ih -- 2„ 4��'[T'j 21, 4 '— IN 00 all 1" 1 2 U) W_ 1-1/2" THICK 2'-4" AN 12' I ty '- 22' 32' r� r 521 _5 52 51" 4 1 4 "" 2 4 0 noe VARIES VARIES 4" 8" rl I I _______ 00 CD ; ,Q in j s.. �� + �_— 32.,- VARIES l - KEYSTONE F11 0 OPTIONAL ' 4" GARAGE DR. OPENING 4' VARIES T KEYSTONE F11 c0 OPTIONAL 3„ , 3,, 3 4 ' 4" WINDOW OPENING 4" a" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" �'� � 2 VARIES 2" Cfl 00 <V 1 1 1 b 00 O If M M r NOTE: • FIN. SMOOTH • FOAM/ T-8" 101, 1'-4" TO HAVE TRADITIONAL LOOK & FINISH EPS MATERIAL IS ACCEPTED 101, 14 1'-6a" 14. - N T CV 12' 5a" 2 1 — 1'-12' 7" 5j" tk` _ co i14 iv N 1 2 - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH I i t cN O _N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to 9 O V N U N # O O O Vl (0M (O J N N N 0 0 LL N =LLB u_La N C 0) n M W U � m ii °- x U) z -a N Wi M CN(_p m m W UE IL 2EcP Boa M N O 0N 'ITN Q O o) Q co¢ U F J W h C, M N O v Q Cl) <i O M t0 LCd (Q w n n a Ow V m w rn �— 0 3 I 1 z � 0 W M z ¢ o �S z < u E w� g Z �e o. Q �0 z p a I--- — E O x aF C'p U 0< N L ¢z o qo az Ww W Q? 1_ _ 0Y U " 0 O EW Z H Ica): ro 4 a Q W Z N � oa go Q a �w oz =3 o aF �o v zlW a $� 3 �N 0 = L � rn W cc M C 11 1� � N Q C a� C—) ^` O V/ Z N r a I C)i o r � 0 �--_ N N \ 6i U') 0 Z Z G e-N T m ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PERjp NEC 14, 250.94 NEMA 1 200 AMP copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH '4 _ FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O� EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR 17 L T 1)OPT. CEILING FAN (9�) (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE nr—n nnrnG, RECEPT. FOR ALARM SYSTEM — V CnIF I IVIC I Cf\ LOCATION WITH BUILDER ENTRY ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 CV 0 CV v 0 m 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W _ � N (p W N #J 00M O Oi tei LQ�i Ot N Q N (a 4t 00 ILL 0 y �M� N -,J _. LL-1a N a 0j M >�'ii W N aa� Z < 6 o cc�o Wmo m W'to o n t° 2 E c rn IT o a Z LLW V N N Q c> Z J Q O go 0 Z U J 4 U ❑�❑ W CD M Z N M CD _ z J M d N N M z QD LL Cn Y LLj a U o a v ' LA R[ LLI C E ZS 02 O V _ pp LIJ off= r E2 E O 8 l� ... 0 • _0 a 0 sm oCIO w M o z z¢ � a E 0 zo �0 oLL wz Yo ¢� Z® oa E Iu O OU � CV rB i d ZO o az (� U) C U 0O , z F ZN J m Q W rn a 3 3 a ° 0.1 z 50 U K0 ao oz �k =3 GOOD V < i¢ > 0 a 003 �N 0 = > d' d @ ^L W c� D ' �= T c Cfl cc J N O ^Q CL o � (� 20 Z CV T IO C) T � OM T hi w N \ �i to o Z CIO Z :3 E `' a E 0 _j Q o c JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. 4 u;l 1111 111 , I ,, 1 1 Li il14, dl d a;L' , 11 1I,, IAL: 1 1 . 1 1 1 1 1 1 11 ATTIC VENTILATION CALCULATIONS - Al (TRA) 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 ventilation of vented IN. of of vented ventilation to be provided . . SQ. INof . SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) * NOTE'* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 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. e��►iEE��',� srre��N CD f�v Q ��rrFea�rrrr 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 CO U N (O O N ® pI <p OO O t` M N Cl)0 # m u1 .� J W - �2 W J d N Z C u N M S W fn ai LU I m i� SZ a (L > .` � 0 = o (6 W o_ = 0 0 19 Co m 0 r- m m W IL N Q M z ¢ 0� Z Ci I- J < O0 ❑❑ W M C> z NO co O Z N z O Q � J C) d N M c QA � LU Y W � 0 Q Q) V, Ln � O � 0 �J c) M N W � 0 8 1 0 p °Ji fa, U) `L o a • ®0 �m C:,w M Cl) �2 o S Z < J LL_ iZ E E 9 ¢ zo �o wF yo <N z® oa N I— o XU 00 0U O H �o U Q N � L o ¢ Ww C%) C 0 U o � Z fJ) m a w �z w o U a K ~ rr o oz w w� =3 c7 �o Mill co O °zI< a F 03 0 �N _ ` > d' J L � c� �> T N N ca CU L1.caN ^ J m O Q C m T O C�. Z N T_ 2 C) cr:-) LO T CD O � T 3 M o z E O ii U J Q 0 J JOB NO: 1 20-3575 SCALE : AS NOTED SHEET NO. 5 E 5'-4" 1 3'-0" H.B. A TYP @ 1 STORY S3 U.N.O. no 2'-10,,1" . 5-1 5'-4" ■ ■ ■ ■ ■ ■ ■ ............... .......... ......... 1ju ■ IN ■................ ■ �. ------------- *- o I o , II o ��_ SINK I -- / DISP _ _ -- I I } i I _ �I �� rr , :: :: :: III M A iv o D.W. I :: 7 IL — — —J -- o _----_ I CHASE TO IS qD —== o I I TYP @1 STORY U.N.O. STEPS AS PROVIDE 1 Y2" RECESS CJ L — — — — — — — — — — — — -} CJ OPT' -r eJ CJ : CJ—I-I-Ii ■ REQUIRED I FORSGD. REFER TO �� REF, ::: '.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.: : '.'.'. ::.' :: 10'-104" I PER FIELD MASON'S SLOPE FOR I KITCHEN ISLAND 19 CONDITIONS WIDTH `I� LOW WALLS i • ::: • • : ; o d 4'-0" ( `� 16'-10" •12'-10" ; INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM ` ` r — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \`� ::::::::::::::::::...::::::::::::: : ::::::::::: ::::::: ■ ... .......... TYP @ ALL PLACES SHOWN TOP OF CONC./ PAVER T BE 4" . .. . ■ ■ 2 #5 REBAR HOOKED FTG. DOWELS 5" EMBED `� 0'-0" 4'-0" 4'-4" 4'-6" 01 VI VERTICALS w/ in W/ 25 EXT. ABOVE SLAB 'GRADE 40 I STEEL" HVAC CHASE BASED ON BELOW FIN. FLR. SLOPE I FILLED CELL PROVIDE Y2' x 9" LOCATION \ I RECESS FOR FRT. POOR I \ 4" o 2'-6"x2'-6"X1'-O" FTG 'n I I S3 25'-10t2s � 9-512s W/ (3) #5 E.W. 4' 4" ......... — ---.................... o (2) #5 REBAR °9 TYP @ 1 STORY S3T ; I S3 CC I U.N.O. EAH S3 VERTICALS w/ in ih I I FILLED CELL 2'-6"x2'-6"X1'-0" FTG _ _ _ r 7'-1" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE MTV W/ (3) #5 E.W. G — -3 1/2" I S3 I OPT. D PT. m FILLED CELL -� r0 .4 _. —-.- _. _ I 5'-3" 1'-10" 3,_6„ I ° I � I ■ — cJ I I 'cJ • — cJ 9 ' It 3-1/2" MIN 3000 PSI CONC. 2'-�a 7'-10" 1'-I': EDGE OF SLAB 2" T SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY I J N 3-1/2" MIN 2500 PSI CONC ��? - �r K S3 SLAB OVER 6 MIL VISQUEEN I I : _ S3% VAPOR BARRIER 7N 35'4' T 20'-6" ■ 1" I :: BUILDER TO 0'-0 ; : PROVIDE (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4 '-0" 12'-1" : O PROTECTION FILLED CELL o I W H WHEN REQUIRED dPER FBC ■ ■ ■ ■ ■ 1 ■ ■ ■ j V-6" L 5- L1 A S3 TYP @ 1 STORY U.N.O. 6-0" W 1 M 1 5'-2$" H.B. 7'-1 3'-0" FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.-- FOUNDATION PLAN WCn J .P �17 • CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O ffrF O < ef To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M w �E � N c0 OrD N O p®♦ V O O p) (p J M N n N 10 LL 1 0 N M p ) Vi J 7 LL LL L a N rn c ] W N �a� CLL s j @ m o_ 0 O O a+ m m J CO � CO m W W Ec' Boa q< M z V O J a ° L) ❑O❑ W M M N O _ " � 4� z ¢ M V I-M t" z ^` �N _ VJ 0w n � a V 0 N LLJ c o o v m '— ° s o g C) o c 0 ¢ m m ®0 m �m o Jz w M� z S z J U_ E o zZo s Q O sF z0 H @� _ O N a p �o 0° o x Ww Qo �� W rp U) C: Y o O _ U) Qjnm U z Yz �z g N a p a z (q W U r� o� K o w� 3 =, 6 '° CO za a ti o3 �N 0 = c� = T �y c Cfl LL j N Q ) O 0- °° IIII— r o d? d" •— Z o T` = LO rp (0 m C w N 6i � o z Z E O NCID f0 0 E U J Q 0 J JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 1 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.1(18) 10dx1-112 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 1 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 1-112" S MTS16 990 860 14 - 10d x 1 112" MTW16 1195 1005 14-10d x 1-112" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 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 (B) TRUSSES (+/- 6") *FASTEN EACH (6) 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY ;ARRIER x CONT LEDGER (A) NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" NfltltPtmmmms rye ® ro r Ya `V s. if N" V Q � � m� � 09 4 a >d , G: ryn tfrfifdLttff.tRe To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) 1W W r LQ_ to E co N (O N i# ci O C)O CD (p OMNNN h UOLO ODD W ® M - .� --I -j W -, 'A LL LL LL rl a Z 13 3 - 4 M W N �C: n ax arn 0XO Z-CO: ro 0 � m 0 1i W 2E°'rn -jp°¢- B "—' Z L 0) Ci m m N co U Z J �U ❑❑❑ W M � z � o _ � o Z � � (o d N M z u- wVD 0 o C) O V) VN WQ> E C�, 2 o �,.. (0� U fn w a r— T E 0 $ I I = o cfl w Mz o z < Q EC O arc o W, 'z �o z ❑a H r6 _C1 o E R� 0 1 a0 00 O U �Z N ¢o a WW L r6 ¢o U of- m� O Z h Yz J �z Cn a- � �0 U o a w ao oz - r3 J z = C7 O to w� >� a OU3 V za cN 0 = ` d. >ca J L (� 0 ■ = T �y c Cfl x N J C:)Q a. C o -� O m T C ai ■� :3 Z NO T o r (O � M C N cM �LOZ o Z E O E U J Q ❑ J JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. 7 I, - �I I1-1I IT 1„ Win',. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe vertical load Safe horizontal load \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T _N�_ I�E'l E FORM & GROUT SOLID jr-!. _ < N Q �W r U ° #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F16- B/1T H a J E?5 0 Lh Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 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. #5 REBAR MIN. (1) REQ'D .112" CLEAR ALTERNATE POWERS STEEL LINTEL G d O d ° d ° G M.U. #5 REBAR AT TOP ° 4 a - d° d ° GROUT MIN. (1) REQ'D 1-1/2" CLEAR ° d d a ° �0 0 0 d � D 5 REBAR AT = m w 4 ° ° BOTTOM OF a � 6 "*-BOTTOM CAVITY x_JLINTEL U , \ 0 IT U p � U REINFORCING Q ¢ (7 do Z 7-5/8"ACTUAL PROVIDED IN LINTEL Z -` o w ui ¢ . d � D D �o L �o #5 REBAR AT BOTTO AS INDICATED 40MINAL WIDTH (VARIES) (o � x a . 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 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" +�el11!!!!lf1�F ac s 4{/ • ss 'C9i �• • 40 • `y � s S- 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. vi Q N 5W m m N m C% 0) to J M- N N � m IL ® IA J 'D 7 ILLN LL LL Z 2 N M 5 W (6 > <U)0q, 0 Wa. ` o 2 0 0 m O m r o n A 2 Earn o 2 Z LLW U 't co z O z U ° 0 D❑❑ W M � N -e z Q v d N M m ( o �N LL •O 0 o V% w r� ¢ N �� , Uw& o U In d w � d- m E - 0 8 o �'•.. =1s () 0 ( U) I Q t rn rn 14 o w M M z o z z < J ILL_ w ¢ zo o O Q Q E:CU V W Z Z t- XO Q �O O O E N w o Q w w X0 L U) O m 0 Z � >z z_ Q� Da go a a �w U �0 F� o aQ ;o cO �t zl¢ a 5N 0 = > d' L c� ! ,ICU r n/ CO cc a o T O •- Z N T- T T CD O T T z � No o L o Z C E N a v � ¢ o _J JOB NO: 20-3575 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 UNTREAT D PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED F R RESIDENTIAL OR GENERAL S ( )0 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 I THE CONTRACTOR'S RESPONSIBILITY VERIFY THE TYPE 0 S CO AC OR S RESPONS TO E OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 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 TUB 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 Y2 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. AC1530-13, ASCE 51TMS 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 TR11-14. 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 ad. 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 ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: /„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= 0.) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 56 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/3EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IFLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1)/„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 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 - CoQncrete overpo r and mortar along the foundation perimeter must be removed before exterior so�l 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. ,�t'tttlltrrrf�C .obi• `: i° A�' mj�� •°p co t o jt;ctaIltst�ea®- 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 seal. � Q v E co O O 8 � 8 N N V Q C� a COU-j J L co LL_ja L, Q 13Z C13 °j emu_ �U)M, W zap 0 ly o m o_ 0C14 W m O mom 111111111 W W W _� ¢ p a UM Z V' N O. n, Q co Z Q O V F J Z �� ❑�❑ W V M � N M o O o � z U) M a C� o Vi Y C6L.Uo � Q •O V) � � L � o N AM U °' U d w = e Onow U o N te,` CD w Cl) o Z � � 0 w0 Z Z® ❑ a co 0 ra X U 00 o E N ra L ¢o a & a �w no - v o .o m g o Z LL 1Z ° Z z Q. o< o g d Z CD o w� >_ C .O 5 0 01 3 C ON = L � rn m n, W m 0 ■' �y co T Ct� LL i N W O r1 \ m 2 d. ■� Z N r 2 O 0 LO T � t ui N M i6 U') o ? ca z a c m a v a o JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. S N 71 Q rn a 0 Ln r LO M I N rn m v 0 J M I 0 fr v x rn C 3 a 0 N Ca E 12 W E 0 C i (A a� t7 U E U I N U a� o.. i a 0 0 0 0. J tZ N N 0 0 a N 0 ,n LO Qi 0 rn CD m 0 CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGF LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + -0" (TYP.) 6'-0" + + + + + 64" + 4 + + + + + + + + + + 4+ + + + + + + + + + + + + + + + + + ++ ++ + + + + + + + + + + + + + + ++ ++ + + + + + ++ ++ ++ ++ ++ + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + + + ++++++ ++ 15/32" CDX I 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 & + + + + LL+ 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0,280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER, 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 112" 6000s 1.811.7 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 / gap —, FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 90' HOOK BOND BEAM SIMPS( w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/81 THRU BOLT -- FROM FOUNDATION TO HIGHEST __7 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L- Solid block all posts from # FLOOR 2ndDS above to bearing below. STUU SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" 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 --_7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1.rinnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 109-0 11 at bearing. TANK -LESS W/H H C G O 0 0 5'-0" STUB -OUT FOR 0 1'-O" 0 9 in GAS METER - o o iV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. W-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 6CI6000s BCI6500s® 9-1/2" 117/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sY" 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below L&13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — IMEt � ❑ CD 67A 1 z" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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" Any 16" joist Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-7" 2' 5" 3'-2" 3'-10" 4'-9" 5'-T' 6'-4" T-2" 20 V0" 1' 1" 1'-2" 1' 2" 2'-0" 3'-0" 4-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10'" 7'_2" S' 4" 9 6„ 10' 9„ NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 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. 1 z" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =1.1 I __I I III I In II I I = B- Nail with 10-10d nails.— I — nstalltight to top flange. SLEEVE THRU STEM SEE PLAN FOR °. ° . • • FOUNDATION INFO a. • A ° STEM FOUNDATION r—GRADE _MMKIC CC= or Air \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 10, 0.6 X Joist depth o� I -JOISTS BUCKETS N.T.S. fvt, t nmor_ 1+ rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. i5i 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 PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" —\ CENETERED @ PIPE PENETRATION . q - A `PVC OR SCH40 SLEEVE r— PLUMBING LINE d /L e �t a° a eo Z �'a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE °' ° d na G a SEE FND. PLN. SIZE & REINF. I' lb ON 6 y n� O Cb �{ �A ��8� % lE10)9tD '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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q COLU p O v U N '0 N 5 O N ON C� LL 0 d 0) «" O 9LLr W u a 0) a Z y2 V7 M j mLL33 ��, W ' rn as W 3 o @yo Imo 81 2E°'a' m spa LLV N O N Q M z W in O gngn 0 0 Z ° 0 U J ❑DO S W co z N O C.,(DJ M tV z 6 o �N t6 w �- n U � OW N � o o � U m ,- 2 s 0 8 9 U A D� 8' 0 Sm o w cCl)oco 0 o z U_ E zo oo g >N <� Q � o w Z® t� CL o E o X O �e C)0 o� Wz N 2 Wz o ¢ ¢ • (4 C/) CY - U U wm MO O, Z� Yz z N J � � Z (n U _ Q oM° W d z NW W �j ao o� S� r �� o Ir z¢ I a 03 2N 0 = > J L � rn W C13 n/ c CO LL CIO N ^ J O m W T- 0 C:) I■� Z NO T 0)T r iu N T y LO o Z z E O M a E U Q p c � JOB NO : 20-3575 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHS 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 11 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE., 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A A4v WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4.12 OR LESS. i 1=1 I PI 1 I=1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. •' .I � 1 �—I 11=�� —I I HURRICANE ANCHOR @ EACH 8 ITI I II II I� I III i TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB ELEV. VARIES — INFORMATION. I LUMINUM DRIP DGE LUMINUM FASCIA x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE 00 D 00 6 MIL VAPOR TTI D _ z �- BARRIER II i c 4 1 I� t> I (III T COMP. SOIL. I ° (COMPACTED TO 95% MODIFIED PROCTOR I I I 7T=ITI= I I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O.CHAIRS TYP. 4" V-8" (2 STORY) UDETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z co If a . ..e• 41,_ T jT( I� LIT I '', • III=IT L�115 ICIII .•� _j '• . 1 SEE A/S3 OR J/S6 I It ITTi ,- FOR REINF. INFO. 3 MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. 7v'r ,�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2 HIGH STRENGTH (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 .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 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 PTS 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 PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 211 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 d o A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH p 31/2" MIN. 31/2" MIN. I d d z a a o d a d d a s a a a a 4 ELEV.4-3 1/2" p D -----=-----s--=— > D ---- a > A.F.F. p _ ° _ AA — a Q d 2x4 CONT. o ,� b ° ' II I I=III=1131/2"(min,)- 4" = 4 ° '11 1/2"(min.)- 11 - rn-f11 — D ° _ °°( ' _ CD D ° 1=1 111- 31/2' (min. - 4 I I=I I I1 111 III —III 31/2 (min.) - 4 -I_L�=III _ —III I I �I I d GARAGE DEPTH VARIES a a d _ —=1 I -f� 1 I =1 _ = = _ I- d a a a d I I= I11—III—ICI=1�I 11—ILII Ill ICI ICI II—I--1 I_�111, —1 I_, II hI 1—, II I_„I I , ; ,I I. I=1 =1 I f-1 I 1=III-I I=I (2) #5 CONT. 411 1'-4" 8" (2) #5 CONT. 411 1 t t—IT�1 Ohl I —I I r 1,811 �—� U.N.O. MIN. GARAGE SLAR AT STFP R \ TYPICAL BEARING WALL (@ STEP (@ SHEARWALLKC TYPICAL BEARING WALL @STEP CC SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE:3/4"=1'-0" S3 SCALE:3/4"=V-0" S3 M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C %' � LOAD BEARING OR INSULATION PER FBC AND ENERGY cc�o_01 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL OFINISH PER M 926 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR N 8C. LAYERS W/TOTAL THICKNESS " OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w! BOLT INFO. x6 5/8"" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0!C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10) i0d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/SPACE SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD * SIMPSON SP1 6 1/4"x31/4" TAPCONS O SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING _j ANCHOR BOLTS 6 MAX ROM " w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE TYP .- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o D i GRADE N D D . D 's .b - z - #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN F = 60ksi] —1 _ =III-III=III ° (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH r �, _ _ II —III —I I —III_ z Cl)D FINISH GRADE 25"MIN. LAP [30"MIN. LAP] y � I—III—_I11— I I III' - MONO OR sTEMWALL ° o _ e — _ -' I I ''I I II II I I I I— ° �_ I I I I=1 I_Irll ; I FOOTING MONO SHOWN o -LLI FOR CLARITY o p D _ __ __ O0 6 MIL VAPOR BARRIER — I I t> ME — -1 R 1 7/8" W I I— I —it 11=1 I I I I=1 I I 11=I 1— III=III III III III-1 I ° ' LIBOIL f �(—j: T #S REINFORCING BAR -III ° III III III —III —III —I 11= I I—TIT—IT_II - T(Ij T #5 LAP SPLICE (2) #5 CONT: NOTE: p ° D� ° I— III —III —I I —III —I I —I I I I I • ° IL �T� C III —III III-11 III —I 1- N _ I D *FOR BEARING WALL I III -III= I —III=II—I T COMP. (COMPACTED O % MODIFIED PROCTOR ASTM T TI= = IW/ UPLIFT UPLIFT ONLY I I I=1—I 1=1 1=1 1=1 1=1 1=1 11=1 1=1 I I I=1 I I I=1 11=1 11=1 i D1557) -i I —III —III —III —III —III III —I I1=1 —III I =1 I —III —I I1—'' 4" 1-4' "-11 j=T-III-III , ; ,111 � � 11111 � 1111, ,111„III—III-t l l— � i l- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° e GRADE I I _ 117111- -(1) #5 REBAR w/ OPT. ' I —I 11=1 Ir_ E - L f,r 11= 11-TI I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � co N a' :A .. • : .:� -4 r SEE A/S3 OR J/S6 I -I I_1, I 111, II I I , I I I IIII= FOR REINF. INFO. 3" MIN. CLEARANCE V 4" (1 STORY) 1'4' (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP, BD. HOLD GYP. BD. 2,1 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT Q INTERIOR A. -31� a. b, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C ° T °° - N M 6 MIL VAPOR ILL �— BARRIER =I I l I — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE`:3/4"=V-0" S3 ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP]lxxxzx 101, " , n (TYP.) 8 14' 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICETYPICAL INTERIOR BEARING REBAR DETAILS rF_*� WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS °r�1 ° �"'' AT 24" O.C. MAX. �« CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN — TOP OF BEAM . a (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL � T — — — —�' ° , --- , " TTirll l l L . `o BEAM SIZE & ' CONNECTION INFO r, —fIT ,III g W PLATE' I 2x4 #2 SYP P.T. FRAMING w/ =I I I I I I I� ' ins" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — o.s.s. FOR REINF. INFO. z ATTACHED PER NAILING OPTION #1 `° w 0 SCHEDULE P. 11N a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q w 6x6 P.T. #2 SYP SLAB INFORMATION. W o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-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 COLUMNATTACHT PORCH L O.C. PAD FOOTING & 18 D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W! DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS co GRADE a61 FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 c� SIZE AND REINFORCEMENT) c7 J III I ( d °�—III— I— WWF OR FIBERMESH �, z—III—I w o III—III—III_I w BRICK COMMUNITY PAVERS 1 , ,' SEE FOUNDATION FOOTING WIDTH TAPERED . '. `�!®611111fffrf� �� °' °.�� •'• `'; i s fir® ° Cl IV . y i• "yyysFi - ,.��.rr.- p�}}ig"55�� I++� 411111iltt0 l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. gyp cr• 8CD :) N * 0) it '5LLNa � u. LL a y Z�U)o, 60O @1,o WE-O W m ET g Z IL rn�No N Q M Z 60 J Sh 0 U ❑❑❑ W <+ � N O J M � N N _ M � Cn .1C LL, g C 0 ) V) �v)�� 12, o o � � Um P— 2 E 0 = N U oco M m ¢ o Z a —J LL O.. E 0 Eco z ¢ oLL z Z o z® oa v <o W0 t_ CI CIL o xU az ao QO �Z z ww CV i 4z J U) Y U hm MO o o , Z QW 20 oa ao Lo U it 0 d H ay ;o o coa �i ZZ°'a 3 O =N = > d. L ^1 ro � 'W > ry c T CD LL J N C O ^Q d' •� z N r 2 0 CD E v+ N LO z Z E O N E a w _ c JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP 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 PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 518" 8" SOLID AREAS ARE STEELAND GROUT 12 (TYP.) SEE ELEV. Z___ SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED ❑ FULL 8x8x16 BLOCK SIMSON SP2 w/ (12)10d NAIL AT EACH STUD — DOOR OPENING F DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d Fill COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD— MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g L MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J °a a 11 4 a ° 4 a 4 ° d 8" STD.90'HOOK 8• LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION ___ PORT - - @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO U-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J _ Cr W > O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----. GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 4 e a s a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING ffi BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�NpO� 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 a DOOR STOP PSPN516Z w/ (12)16d NAILS Q a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4,?,, SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn i nwn 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED *REATER 12" O/C EACH FACE OR -ROWS 12d NAILS STAGGERED 12" O/C FOR 2"x10" OR HEADER ) 2x HEADER SEE PLAN ri'l • 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. SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A ! —v /8"l "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 �0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 °a a 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LEIS SIMPSON C SIMPSON SP4 gP2 k. \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 LINTELS SIMPSON SP4 SIMPSON SP4 a SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w - z 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR, PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° ° r° o ° • HTT4 wl (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1 /4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 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) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE SS4:) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a � � 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM OM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING (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" Q.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • 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. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. a�`�4�t'si�rrArrrr A0 1� O .• •• e % 4, ,•-y�. n�Q rd O ,°_V V lb Ci. .9 0, � B011 h"ell°• 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 Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. aL� P-' Q o ,qr U N c0 W o o-- N U ✓T (o J N � N aND A H -§M� a) J -§ u u a N 4 Z 0 M W to aicV'ii aaa..a atn� 0 O ico .2 °moo 0 m m J W r-- F 'Fu Z LL N Q m z U 00 J Z U ❑❑❑ W z N o m� N z M � N t� M z a a 0 f>3 f1�- y w $ � a DO N �� w c o W o wa allw U °' � 0 8 '001. = U o c u' D o ° ®Q sm o m w Z M M n¢ zo Z < J J_ z o 00 2 o Q o ;= v a o m K O14 o <o , OU 0 oz ww a Q a� 79�L :3 ,� � CY U U "° m o o' z Z W J c �� <w �Z z d o< g° a wLL �w o z w� >O (fl cr z 4 a N �N 0 = > d- L � rn N Al W m ■/CD �Y c r CO ^' Cfl ■ � Z 04 r o r r LO OM ai M a N ` L d Z z E O a 0- E U J Q J JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. SN 4 1..A 1 _i. =H G ,.-1i� it 1IIHA� A I Ju n L. Ir7�IEi. Ili I.u. �'. SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING TAIL BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR - FIRST FOUR7 - ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT'L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% 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 SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1Od FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C, FOR THE FIRST 10dXT' 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w! (8)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-O" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR N N T - 1 SEE STRUCTURAL X-BRACING, AND TOP r "' "' " F NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° °° SHEATHING DETAIL 1 1 ' 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 60 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 Lip1 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW " () (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" @ O F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d)COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ (2)16d D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 4 1/2 OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w! (18) SIMPSON SP4 w/ (6) 10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) • TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T' ON TOP OF PANEL SIMPSON H10A w/ (18) 1Od x 1 12" AT EA.� OUTLOOKER (2)16d NAILS —2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKTw/(4) 1/4"x1 1/2"SDS SCREWS TO TRUSS & (4)114"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER tMA O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Old NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 A. 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 L-- 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 ( ) NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF� D B.U.C., 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. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT ...,,.. ,.------ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL Sul 12 6.9 MAX. SCALE: N.T.S. GABLE TRUSS 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 @ 24" O/C (TYP) \-BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP, WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION, "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" OIC. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS-- ^ 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. o 0 a. O,� CORNERJACK Y U LU z 0 U HIP FRAMING REFERENCE PLAN N a 2x4 BLOCKING V 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED 14� 10d NAILS @O.C. TYPICA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ii TRUSS VERTICAL (2) 2'x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- ---- LU 0 o o � o O Iz o W m - < 0 o 0 d w Q CDd f o X L I I wT� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)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 i i �Q: yr0a� t.• q � • � 9 � . j rtf Mall 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 E rE 4 _ O _ O O O, rT N'Q � N J /�y 0 M N N CO ''n0 m LL J *h W 0 LL U. 5z '6"' 2 a� m i� LL! co a ti Lu 0z > .E z�o °2�� mm° W W @ O � CO m Ec' m p a m .- N Q M U 0 z Q OC) ❑❑❑ W N O � O z s � N U) N M a _ z " 1 _ T' fn 0 Q V ® a OUj V) V) � o y f6 Do ,, m �- 2 g i i U O N m ®0 O �m r_ � w co o Z U_ ii E 8 zo � >o oa (6 o E ¢¢� g0 a= �O aZ N¢o < om� Ww �L no U) C ^ Y U Nm o 01 Z Q% —� <� 4W �Z N oa go o co V' -zz a a �N 0 = d' J L m ^1 W co LL f° J N ^ Q C a� O -v C4 �' • r_ Z N O LO r r LO r— w z N r- � o Z Z O N c d E U _j ai Q p JOB NO : 20-3575 SCALE : AS NOTED SHEET NO. S5 Cn T3 a N > v 4= 0 _3 r LO I N Q C 0 cN 0 J ti M I N c 3 a 0 0 i a E E a v C C J y ti an 42 U C U N U 0 i a 0 0 J lZ 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( 4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER141"2X8 UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT CON PROPER INSTALLATION MAX. $ � DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYR) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG 2 ROWS 3/16 x 3-1/2FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING ( ) TAPCONSTYP,) 5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M.1X8 BLOCK@ SPACING n DETAIL O.C. 2-ROWS INTO 2"EDGE DIST. ATTACH 1 2x BAND JOIST W/ 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL TD. 90° HOOK (TYP.) STD. 90" ` �i FACE NAIL @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CEFILL SOLID LLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL Q NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT OF TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" •. BOTTOM BAND JOIST TYPICAL APPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH �. *2','EDGE TAPCON 16" O.C. & FURRING @ END C MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ + NOTC @ FIRST COURSE ' _2 � SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE +.5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS 1!4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK ° SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION °. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. .. . N.T.S. n' . 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 PROVIDE TAPCON WITHIN - ° RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y? WOOD ) ( ) * DOUBLE 2x4 SCAB FOR 2'4' TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. (CENTERED) w/ � k TO TRUSS TOP CHORD °�ERygN M N 4" EMBE EMBEDMENT AT 16" O.C. + LF NOrN 1 r rr -O r 5 -0n SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + AlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > "� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT °. '° #5 BAR BLOCK HEADER 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i TRUSS + SOFFIT + + o- • ' : . > P • D• 10 • e CENTERED W/ g d 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s e� 9 K IN TOP o > • ' , KNOCKOUT / ill 8d NAILS EACH TRUSS • a : / _ � •• • CHAIR BLOCK ° 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE MIN. PROVIDE 2x • CONT. W/ s� a CONNECTOR '� MONO FOOTING •D e' • (3) . SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE T 12d NAILS _ BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ► ° ° ? 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'4" MAX SEE PLAN PRECAST LINTELJ A. . STANDARD o SCRIBE NOTCH) BACKSIDE ( 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ;.,A, o 9I HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL -► r 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") `- `- I ` _ . . . - • ., . , • �� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" , ° "•' , , , , "•' THRU OSB INTO 2 x 8 O.C. �' �• �• � s• � , �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B_B ARCH DETAILSTEMWALL rK SECTION @ENTRY L SECTION @ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 1 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S - 1/2" NAILS TO STUDS & 1) PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD O "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6.0 EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) STRIP 3 MIN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION U_ NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o 'u w a A REINFORCING AS FOLLOWS: * SEALANT r T o < a 1 PLACE LOWER HALF F M INT. C 0 0 MORTAR IN BED JOINT. DO NOT FURROW. ,�,k�;, e — — — — I-1T I I Ill I I—�• T� � � #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. " ITf—IT PI I I- - 6 MIN. LAP SPLICE W/ -(2) — — — � g EXISTING FOOTING E S #5x6 IN CONC, * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND R B TOWEL REINFORCING PANEL — — I I �� T�� ¢ cn FILLED CELL SMOOTH. DO NO FURROW. ° , N n DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT—�- GRADE u. .' o SET BAR IN EPDXY .: FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. AP L p A' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV Q REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r . • P . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' �_a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 01COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. i` •�! ✓ �%% O s s � 0 co • ••• ,,,``�® G Y,� �� rPC 9t�aaaaaie' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E co co a O 20 [O Cqi co:,O N MNr N (0 V LL � m V . J W LL rL 13 LJL N M a m p Wa to 0L Z aarn Cao mI m io co '0o Wo04 Z L IL 2E°'rn az N `- p m Boa it O N N Q Z U 0 � Z ❑❑❑ W M � 40 z " � cl-o � z o LL 4 ��l T C%) I g � a r uwa to rti a X c) m ,— m E O B �.. = - ai U o' Y o0 0 em ti o w co N o z Q E o �o os >o =© M §0 ao W° 0 N L a0 ¢ wW W . �z C/i C _ C o o r 0 0 .0 0 W z, 'aW N J m to Cl) C- a 0 o_ wLL z s° N W U 2 A dW w =� '0 o co zIaF ¢ L � rn N 0 = 1T A/ CO LULL co j CN ^ W O L 0 C [�\) vI Al m W N LLB. o • � Z C�1 T 2 T � U)T OM ui w CV ` Lri U') o Z ca Z E 2 CU @ a U _j '0 Q to 0 _ JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. SS 3 �h 0 ZTE 0 M I N / Q rn > 0 Ln M N a=i >r 3 Q N 0 d E E O L J N L 0 0 v i U 0 i a 0 0 0 U J ti O 0 0 0 a 0 0 0 w m cn CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES. CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITP1-2014 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. DB7V 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vv1 1 vu Lw l 1 r 1 wvv v v �u 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING CH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EA — MI & EA AN TYP. CHORD AT ALL HAND FRAMED AREAS TYP. A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 7 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 @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Old INTO BEAM - SEE 2OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR -- (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 44 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 SEE PLAN FOR CANT. COLUMN SIZE & BASE t--7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA\N SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES _ _ ROOF SHEATHING SEE 1/S5 FOR 2x STUDS @ 16" O.C. w/ N SP1 w/ 10 10d ( ) SEE PLAN FOR ATTACHED PER ADDITIONAL Id NAILS AT VALLEY TRUSS NAILS AT NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SCHEDULE PLATE MORE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ @ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL ', 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 112" NAILS @ 4'-0" O.C. ° o °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. ° SECTION FLOOR FOR CONNECTION 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION @ ENTRY r8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT(39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS I immmmmmmmmrrrrr,��, o o \ u+ z ss '••• Cvj F_ e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 IN E 0 Q v O N LL p N O Nti- M a, co J LL J a .p ® LL N z LL uj M W rn N ELL a Z ara°' 0 c O ymo °X m o m W C N cc 0 2 ET o a. z NQMz oU0 J z W Io co N z � � z Q o � N cn M z (D a JL Vi Y w o �U a 0 w cn o Nil-N ([� N O v F— U d ,.., allw C �— 12 E o 8 x Ill; ll, ��ll f�l; li U N 0 o co W M N ¢ o Z a w Q 0 E �o �0 zo <® °w� U (O ¢� C O E N 20 XU a< d 8,d o UO OU 0OK Z ITTado �w n7 C _ m2 O O , Z W U J a U <0 �E a= x� �- O QF 7 mO ¢ zla OU -N a = W � •= T / c (.00 c° N Q C o CU O m -��O// C.0 LL 1 o O .� Z CVO T LO CU ; N M L o Z Z E O cc a U -1 Q 0 JOB NO : 20-3575 SCALE : AS NOTED SHEET NO. D1 I I ui i E��i A.liY41'i.1ilYl II 711'�i I�tT7d11I .II-_- I ... 3 L C a� v o 0 O 'J n I N LO C d <o O J r- M I N N 3 FV- a O 0 v d E E O x v c i t% an U 4v c U N 'o 0 J v CC 0 N a a N O N LO v 0 W 0 m 0 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 1 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 III TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 Cm : 30.5 Cm) flashing as described in Section R703.4, A water -resistive barrier is described as a material behind an exterior wall covering that is intended to a 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 is described as a material or assembl of materials a lied on the exterior side of exterior walls for the purpose ose of providing a weather -resistive (ASSEMBLED WINDOW) OR EQUAL WEATHER PROOF CAULKING EXTERIOR y pp p p p g 2 a CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and O' 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 SUBFLOOR (SEE DETAIL WP07) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a BE USED. 3. Fold weather resistive barrier back over head 2 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Scale: NTS intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ,► ADHESIVE TO BE APPLIED UNDER FLASHING R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, JAMB &HEAD THROUGH SELF -ADHERED 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 exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL o RELEASE PAPER type of sealant. Fluid -a lied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY yp pp g p y g 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, RELEASE PAPER TO EXPOSE EXTEND A 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 BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall 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: 2 3 V 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 O 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. 2 SELF -ADHERED FLASHING`: 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE r ° 1 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 SEAL TOPS OF JOISTS 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) Z 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 I EXTERIOR DOOR WITH DECK , INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. �Ground� 7. At built-in gutters. rvyonlrv�a SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list oPmrstructions 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 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED_\ VINYL SHOWER PAN SLOPE d 4 E AM SELF-ADHEF O 1'4" PER PLAN 1'-0" PER PLAN ;LOPE SHOWER SEAT J � 4 SELF -ADHERED FLASHING OUTSIDE CORNER Q W Cn m Q Z SELF -ADHERED FLASHING PATCH HERED FLASHING a ti� LU LU PLASTER STOP F- U - W CONTINUOUS BACKER U ROD & SEALANT W Lu Q Ix W � ° A �U) 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV O CV 0 cfl 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. Q o pip U N N # 000 ci m MN�N�LL C,, 0 cp J k 5 LL ° M LL Wa a Z of > P 33 �cn� W ' 1 ii Lu cog C, Ixm0 Y co W E°'rn �pQa Z rn@No N< H Z V O J Z �� ❑❑❑ W N O z � z � U) M d N M N t0 z (D o Y C_/3LLJ n V a a O V) N W E ��.. r- o c) m 11, Rifr- T E 8 s,... I� I I"ol v o c U) Q a o ® 0 oX C w z Cn z o � U_ E zz > o ze s? E: U wo ❑a C',2O. f- (6 CL x a< 00 o� ¢ w w N L o ¢6 w5 rp (n C Z2 z oY U N I o OLL Z J m Q W �z N a tl ~Og O U Q �� a mw U ap oLL 3 a C (N = L m N t0 .> r co CN U Q± O rw',1 m 70 r o T 2 O � r T 0 � � E CV M` �; to o Z Z E O 11 E U � a Q c c J JOB NO : 20-3575 SCALE : AS NOTED SHEET NO. W P i „ I II Ill I 1111,1„4 1 41Nil, ,11 IM,n"i, li I N1 - I hITS Mounting Brackets 007+Gauge) #-11'.2*x+1/,2"x -12" im Bolts 1 f2. ° Dia. A325 Ga IV gyp.) 60) Washers Self-i g lrlg. Nuts Back Cross Support Way bt Cut to W4 flight Sracitet (16 Gauge) #14 Self-Drillinc Screws A/C U I Matt m Edge '. `i iurrlcane Strap (T�plca I -,a inlfront) Frnot Cross Support (May be cut to W I Left Bracket (16 Gauge) ` #145W-Doilrig ScremThruBrac is Saltk Calls Support Into A/C chit Bottom Side i' i r (T cal+ 3 each side for hurricane try INSTALLATION INFORMATION a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of 2 328/2018 Code Entity or ENNIUMNINNIMENIMMUM Date Date ate Pending D na Date _ Type Version Manufacturer Contact "near & License Validated By _ Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, I.I.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida i:l#'t1651-R3Praducts Professional Engineer - - - - -- Quality Assurance Approved for Use Approved for Use Impact Deslmr Sep # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quota Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +NW 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 -116OPSF 3 1" 24ga. Gulf Snap 1&quok Gulf Snap 24 Ga. 17" wide Roof Panel 04/122024 Yes Yes N/A +N/A1--131.0PS over 15/32" Plywood 4 1" 24ga. VersaLoc 1&quot, VersaLoc 24ga 16.5" Wide Roof Panel 04/12/2024 Yes Yes N/A +N/A/ over 15/32&quota Plywood -138.5PSF 5 1" VersaLoc .032&qud; Aluminum 1&qud; VersaLoc min .032&quot Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32" Plywood -101.OPSF 6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Roof 04/122024 Yes Yes N/A -NIA/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&quota 24ga. VersaLoc 1.5&qud: VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quota 249a. MegaLoc Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +N/Al Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lck Min 24 Ga. Gulf Lok 16" Wide over 15/32" 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wlde 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 Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32" Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/Al Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04Y122024 No Yes N/A +N/A/ Purlins over 15/32" Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 04/122024 Yes Yes N/A +N/Al 15/32" Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Rod Panel over 04/12/2024 No Yes N/A +N/A/-63.5PSF 15/32" Plywood 17 26 Ga. GuIfPBR Mln 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 328/2018 Quality Assurance Approved for Use Approved for Use Impact Design Sea If Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPSR Min 26 Ga. GulfPBR Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A NIA/ Purlins over 15/32" Plywood -151.7PSF 19 26 Ga. GuIfPSR Min 26 Ga. GulfPBR over 15/32" Plywood 04/122024 Yes Yes N/A NIA( -154.7PSF 20 26 Ga. GuIfPSR Min 26 Ga. GulfPBR over 10 Wood Pudins over 04/122024 No Yes N/A +N/Al 15/32&quok Plywood -151.7PSF 21 26 Ga. GUIfRib Min 26 Ga. GulfRlb over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/Al 15/32" Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GutfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ 159.2PSF 24 26 Ga. GulfRlb Min 26 Ga, GuIfRIb over 1x4 Wood Purlins over 04/122024 Yes Yes N/A + N/Al 15/32" Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRlb over tx4 Wood Purlins over 04/122024 No Yes NIA +NIA/ 15/32" Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. Gul Rlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/Al 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GulfRlb Min 29 Ga. GulfRlb over 7/16&quota 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 Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL onto Tn. All Code Entity or ,Data Date Date Pendlna Date IIm Version Manufacturer Contact Enalneer&License Validated By Validated Submitted PBC Approval Approved Stalus Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/17/2018 08/17/2018 08232018 10/08/2018 Approved Category: Structural Components (877) 441.8368 PE-73778 (334) 300.1800 Subcategory: Products Introduced as a Result of info@smartvent.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Deslan Sao # Rodud Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +1001-100 2 SmertVent Model #1540-511 Dual Function Flood and Ventilation Vent 12131/2020 Yes Yes N/A +1006100 3 SmartVent Model #1540-520 Insulated Flood Vent 12/312020 Yes Yes NIA +100/-100 4 SmertVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes N/A +100/-100 5 SmertVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 6 SmertVent Model #1540-570 Wood Well Insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A at ';;fYv b�, „ 'asa z ^�'L ��1'A " ;yfm.. T f :Ste C' �. ..�,+.�1 ,. 5: •. ° 5 S. C b^�� A23 � L FL10446.2 � a yv�y vx. ". >��'�` �K y ESR-2606 12/31/2020 A3 FL17244.1 ESR-3455 12/31/2020 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 1213112020 HD212-2 - - ... ---_ HD216 .. _ FL17232.3 _ - FL17232.3 T ESR-3445 _ESR-3445 12/31/2020 12/31/2020 HU212-2 HU216 FL10856.4 FL10856.5 ESR-2549 ESR-2549 12731/2_020 12/31t2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12131/2020 HU26 FL10856.3 ESR-2549 12131/2_020 HD28-2 FL17232.3 __ ESR-3445 - 1-2131/2020 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 12131/2020 HD610 FL17232.4 ESR 3445 12/31/2020 HU610 FL10856.10 ESR-2549 1213112020 ........ - --._ HD0410 FL17241.7 _.__. _ - '- __.._..-_... ...... ESR 3444 - 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31I2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGAIOKT FL11470.4 SIM200803 12131/2020 HGAM10 HHCP2 FL17699.1 FL17236.7 Evaluation Report p ....._ - ESR-3448 12/31/2020 12/31/2020 HGAM10KT HCP2 FL114 04 7. FL10447.2 SIM200803 ESR2551 12I3112020 12/31/2020 HTA16 FL17680.4 Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 12131/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 1223l/2020 HTT16 FL17324.2 Evaluation Report 12131/2020 HTT16 FL11496.1 ES-0130 12131/2020 HTi45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10455.22 ESR-2613 12/31/2026 HTW20 FL17244.8 ESR-3455 12/3_l/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 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12131/2020 HT VM20 HUGT2 FL6223.2 FL6223.3 Evacuation Report Evaluation Report 12/31/2020 12/31/2020 HTSM20 HGT2 FL11473.11 FL10456.18 SIM200802 ESR-2613 12/31/211020 12131/2020 HUGT3 FL6223.3 Evaluation Report 12131/2020 HGT3 FL10456.19 ESR2613 12(31/2020 HUS210-2 ........ _...- ' ' HUS2122 FL17232.6 ....._ FL17232.6 ESR-3445 ESR-3445 -- 12/31/2020 12/31/2020 HUS210-2 HUS212-2 FL10856-R4 FL10856.11 ESR 2549 ESR-2549 12/31/2020 /2/3112020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL108%11 ESR-2549 12131/2020 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 12131/2020 JL24 FL17232.7 .... .._._ -- - ESR-3445 - ----- 12/31/2020 LU24 FL10655.103 ESR-2549 12131/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2620 JUS210-2 FL17232.11 ESR-3445 12/3l/2020 LUS210-2 FL10655.107 ESR-2549 12131/2020 JUS24 FL17232.10 _ _ ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/31/2020 JUS26-2 FL17232.11 ESR-3445 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 JUS28 JUS46 I FL17232. 1 FL17232.11 ESR 344 5 ESR-3445 12/31/2020 12/31/2020 LUS28 LUS46 FL10655.113 FL10655.118 ESR-2549 ESR-2549 12131/2020 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 12/31/2020 K. LSTA12 FL17244.18 ......... ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12131/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 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 ESR2105 12/31/2020 LSTA30 FL17244.18 ESR-3455 12131/2020 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 12/31/2020 LTT19 FL11496.3 ER-130 12(3112020 LTS20B FL17219.2 ER-0200 12131/2020 LTT20B FL11496.3 ER-130 1?J3112020 LT1131 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11496.3 ER-130 12/31/2020 LTW12 ...... _....__....----.._, . LUGT2 MP3 FL17244.8 -- ...__ _.._ FL17244.22 __. __.._.._._._. ..... ESR-3455 ESR-3447- - _._..._ ESR-3455 _..... _..__...... 12/31/2020 1213112020 12/31%2020 LTS12 LGT2 LS30 FL10456.29 FL11470.7 FL10446.15 ESR-2613 SIM200803 ESR-2606 12/31/2020 _ 12/3112020 12131/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12131/2020 ......... MMP4SF FFLL11772444.2242 2. ESR-3455 ESR-3455 231/00 12131/2020 LTP4 LS50 FL1046.19 FL10446.16 ESR-2606 ESR-2606 131/2020 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 _ MSTA15 MSTA18 FL17244.18 ........ .... ........ _... _..... .... .............._._._..._-____...__....._._. FL17244.18 FL17244.18 ESR-3455 _._.........__.______-....._......___......_-....._._. ESR-3455 ESR-3455 12/31/2020 12/3112020 12/31/2020 MSTA12 MSTA15 MSTA18 FL10852.8 FL10852.8 FL10852.9 ESR-2105 ESR-2105 ESR-2105 12/31/2020 12131/2020 12l31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12131/2020 MSTA36 171-10852.9 ESR2105 12/31/2020 MSTC40 FL17244.26 _ ESR-3455 12131/2020 MSTC40 FL10852A1 ESR-2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 MTW16 MTW18 FL17244.8 FL17244.8 FL17244.8 _. ESR-3455 ESR 3455 - ------ ESR-3455 12/31/2020 12/31/2020 92/3112020 MTS12 MTS16 MT318 FL10456.33 FL10456.34 FL10456.35 ESR-2613 ESR-2613 ESR-2613 12131/2020 12/31/2020 12/311202Q MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12131/2020 MUGT15 ............... ._..... -.-_ --.,....... NFM35X12 FL17240.5 . .. ....... ... ..._.. ..._. FL578.2 ESR-3447 _...._- ... .......... _ ...._.. ....._... ..... Evaluation Report 12131/2020 , ..... 1213112020 MGT MBHA3.56/11.25 FL11470.9 FL13904.6 SIM200803 ESR-2616 12/31/2020 ......... ......... 12/31/2020 NFM35X161J FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 PAU66 FL17239.13 ..... FL17239.13 ESR-3449 ESR-3449 12/31/2020 12/31/2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12/31/2020 12l312020 PHD2A FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 PHXJ3516 FL17241.20 ESR-3444 12(31/2020 CS 16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12131/2_020 IRS 150 -_..... _........ _...... 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 FL104563 ESR-2613 12/31/2020 RT16-2 ........................_.......... ...._.._.....- _.. __-....._._.... -----' RT16A FL17236.2 _....._._._......_._...._...._.........................._....._...__.._--...._.._.._.......... _ FL17236.2 ESR-3448 ...._....._.........-----_--`---.._...._..._.._............_.._..__,._.-. .._..__. ESR-3448 12/31/2020 _...-.,..__.................................. 12/31/2020 H10A H3 FL10456.6 FL10456.13 ESR-2613 ESR-2613 12/31/2020 ____._... 12/31/2020 RT3A FL17236.3 ESR-3448 12/3112020 H4 FL10456.14 ESR-2613 12131/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12131/2020 RT5 .......... ................................. _,_ _.._- .,. FL17236.3 .. FL17236.3 ESR-3448 -._......... ESR-3448 __,.__ ......... ...... 12/31/2020 12/31/2020 H2.5 H2.5A FL10456.11 FL10456.12 ESR-2613 ESR-2613 12/31/2020 12/3112020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 FL17236.3 ESR-3448 12/3l/2020 SP1 FL1045&41 ESR-2613 1213112_020 _RTBA SPT22 _ FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/3l/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 -------. - -...-- FL17244.32 -'--- - - -- ESR-3455 12(31/2020 SP8 FL10456.45 ESR2613 12/31/2020 SPT8 -- FL17244.32 - -- ----- --_.. ....... ---......-- ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR 2613 12/31/2020 SPTH6 ............ _ FL17244.32 ESR-3455 12J31/2020 SPHB FL10456.48 ESR-2613 12/31/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR2549 ......_.. 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 12/3l/2020 HHUS410 FL10655.4 ESR 2549 12131/2020 THD28 2 THD410 __......__ FL17232 16 FL17232.16 E.... ..S.R...I...-...3......4......4.....5 _..._... ESR-3445 12131/2020 12/31/2020 HGUS5.25/12 HGUS414 FL11468.11 FL11468.10 SIM200804 SIM200804 12/31/2020 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 j HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 ESRR3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 1213112020 414 THDH- FL17232.17-_._...... _ - _--._.._. ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033.1 Evaluation Report 12131/2020 MSTCM40 FL11473.19 SIM200802 12(31/2020 UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12131/2020 - `__.....__..._ - LGT3SDS2.5 FL11470.7 SIM200803 12/31/2020 ............... ........... ----'---- -'-----'--------...---'-- - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 May 27, 2,020 PR D GT APPROVAL SPECIFICATION SHEET (2018) As requires Dy r-ionaa ->iaime ooa.t54z ana r-Loma Hommistrative L;oae yes-1z, please prowae the information ana approval numDers on the Dunaing components iistea Deiow it 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) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12131/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332.5 +40.0/-40.0 psf 12/31/2020 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 of AADG, 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 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 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 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/1812021 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 12(31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply&Manufacturing, LL 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COM PONE NTS 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 WA 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 WA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 WA 5/25/2024 �r N N cn 1 C6 O �r }, U N c O L to C CB O M N O = � O � C6 O O Ct;3 LL. t F- O > .� � E O F- -0 W Q < 0! Q z `i r W `CU O CL 0L U O 'W'^ V! m CIO - L- ICU cW G z J z Q J a SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pagel orb Building Codes and Standards 12/12/2018 Product Approval Application Detail moms Code Entity or Q,g[g J7y(q, D.te Pandina 2 ton, ]jgg Venlon Mmufadurer Contact Enalnsar &t:leenae Yalidated By Validatsd Submitted FBC Approval Approved status Reion 2017 ThermaCarporallon Rick Wright Lyndon F. Schmid P.E. Ryan J. Kng, P.E. 10/152017 07/122017 1oft 82017 12/12017 Approved Category: Exterior Doors (419)2911-1740 PE43409 (813)767-6565 Subcategory: Swinging Exledor Door Assemblies n� ckwwbidgwnsuals an. Compliance Method: Evelue0on Report from a Co. Flodds Registered Archtiett or a Licensed Florida Professional Engine. s.as Product Model.Number or Name Oualtty Assurance Product Descdmlon Contract ExolretlanData Approved for Use A In HVKZ Outside Pon ved U,e HVHZ Resletent Pressure 1 a. The-Tru Fitter -Classic and smooth -Star Nominal 6&p39:8 &quotNon-Impad&qud; Opaque 121312020 No Yes No WA Composite Edge Fiberglass Single Door (InswingiOutrMrg; X configuration) 6 f. 7h.-Tru Fber-Classic and Smooh-Star Nominal 88M39;D "Non-Impact&quol; Opaque 1213MO20 No Yes No WA Composite Edge Fiberglass Slagle Dow (Insv4ng/Outswirg; X configuration) 9 I. Therma-Tru Fber-Classic and Smooh-Star Nominal 6&139;8&quotNw,4mpad&quote Glaxed 421312D20 No Yes No WA Composite Edge Fiberglass Single Dom orming/oudee"; X configuration) 14 n. Therma-Tru Fiber -Classic and Smooth -Sr Nominal a&M39i0 &qu9tN1orHmpact&quol; Glazed 12/372020 No Yes No WA Composite Edo, Flberaless Sinole Dow Florida Department of Business & Professional Regulation Pegs:3.of 8 Building Codes and Standards 1211212018 Product Approval Application Datail Sc9.dM Entire or gate, Gat4 Data Penchi, 2mk Lr Version Manubdurar Contact Enalner&Cleanse Validated By Velld Ned 9ubmltred FBCA oroval Aooreved stet,, Revision 2017 Therma-Tru Corporation Rick Wright Lyndon F. Schmid, P.E. Ryan J. King, P.E. 12r132017 12/132017 12212017 02/132018 Approved Category: Exterior Doors (419)296.1740 PE-43409 (813)767-6555 Subcategory: S^Anging Exterior Door Assemblies rickw(Gw bIdgwnsultams. Compliance Method: Evaluation Repot from a com Florida Registered Archhed or a Ucensed Florida Professional Engineer `F1:120a&4'R3 P.(aauats' - Quality Assurance Approved for Use Approv.dfor Use Impact o.,l,n Sept Product Model. Number or No,, Product D,,cd,tlon Contract E,,Indl nDate In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber-Clesslc and Smooth -Star Nominal 6&P39;8 &quotNon4mpad" Opaque 12/312a21 No Yes No WA Composite Edge Fiberglass Single Door ons ing/OUtswhg, X configuration) 6 L ThermaTrtl FGe-Classic and Smooth -Star Nominal 8&r139;0 &quotNoil-Impad" Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Door ens wing/outswing; X cadguraeon) 9 I. ThennaTru Fter-Classic and Smoom-Star Nominal 6&A198&quot Non-Impad&qum;: Glaaetl 12/31/2021 No Yes No N/A Composite Edge Fiberglass Single Door Onswing/Outswing; X configuration) n, arena er- ss c and 5nnoom-Star cam fie qu on- mpa 8P es No Composite Edge Fiberglass Single Door 0maArtg/Outswing; X configuration) Florida Department of Business & Professional Regulation F.ga I of+ Building Codes and Standards 115121 Product Approval Application Detail R216224:Bd S21k J ,g Do Ibis Dab Pandkw gag Dfae Yost- Ieldgatim 22mad Fate nELLLi teamyeueabd M Ya11tlm awmi d FBC Amolal AogmrW Star Revision 2017 ThemN Ton Corporation Risk Wright, w8onal Accndaatlon & Ryan J. fOng, P.E. 1220Rg17 092112017 12)222017 Approved Catopory: EA d. Doom (419)298.1740 Management lnslab ISIS) 76741555 EuD04pory: Swaging Exterior Door Assemblies rkitw@rwSWgoonau9anb. CompPAum Method: Certification Mark or Listing com gAaRkAINUM Ataafxa0.far Ifte Aooravedfor Use b2ko Re" dstat Product DugCached EaafollonDM. In OutsideHVNZ R Olsb l p� i a. &quotCbssiaCrauquot; and &gatSencanark by WS and So Opaque and Glazed Fbeglm Door with 12/312021 No Yea No WA Thenw-TruBgUM mM without SWORN. Moving act Oubwkq Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page z,rz 12o2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appdcadon DetaN Paps, r1 Il MIS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Delta Page I art 115201e F1.41I15332:115 Principals; r Oualkv Assurance Approved for Use AM,yed far Use Impact Deal- ftd103i194 � slow a gain Ibis r gal! 13,tla7i3�d Ends, a 20 Ica D $� Product Model. Number a Name Product Descrlutlon Contract EXDI.t,.n Del. In I Outside HVHZ Resistant Pressure D!at Yin liesille= cooled imIDPlL. YARdod Awmftd FBC Aarmal Amy dkra Dmt v w- malgilighm cani E-k-a L � Va ldabd By YNWW lunge" FOCAmcored Approved diaha 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312020 No Yes No WA sCpany Rwlebn 2017 Cbpey Bulkag Products Mark esbrftM M Inbk Taatlnp Sen(oes NA, Gary MbrahW 71292017 OB402017 W 11N&2017 Approved Reuben 2017 Cbpry Building Products Company Mark WoobdbM Imarbk TaoBng Seniors NA, Gary Fisher I1292017 0&102017 1TA20 577 Approved 2 SERIES 420ALUMINUM SGD 145.3/4&quocx80&quoL NON -REINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX 12/312020 No Yes No N/A Category: E tarlor Daiwa (613) 7704t082 Inc. (513) 519MM Cabry: goExterior Doom (513) T104 M Inc. (513) 51g4NM 96&qud;x80" NON -REINFORCED SubCabpory: Sectional Fxbrbr Door Assemblies mweewdbid@clopey.00m SubCob: Sectional Exterior Door Aeeembil" gery nWmftwaoopay-com 3 SERIES 420FALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 1W31/2020 No Yes No NIA Compile p MOMS& CenMk'tlon Mark or Useng Conpemlpe Method: certification Mark or listing 145-314"x96&quota 4 SERIES 420 AL UMI N UM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/81/2020 No Yes No N/A XO, XX 966quotX968quot;. aBmM )kakll I Do" SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 UM SGD REINFORCEDXXX iZ/312020 No Yes No WA � �t prodNode.Mambrawma In HIM g RmitiM I� mt d jam= talYkttlYtlZ ) Psawn 143&quotx98&goat; &quota 37 037 W5-09 PAN-21s151: BMA, 81, 73, 78, 1500, 190, 78, 7aV, 4RI 4RSF, 6RST, BRSF, 2RS7, 48, 42. 55, 488, Seel Pan (min. 25gaJ Slnpb-Car (up to 9'0' witle) ON27/2028 No Yea WINDCODE&0174; W5 Gani Door Not30 PSFl32 PSF 63 DS9 WS-78 PAW2F753:5(q 94, 73, 75, 15n0, 190, 4RST, 4R6F, BRST, SRSF, 48, 42, 55, 488, 428, 558, GD58, Steel Pen (min.26 gaJ Double -Ca, (9'2' b 18'0' 05212028 NOYea wide) WINDCODE0174; W5 Games Door No t30 PSF/JO PSF 42B, WS, Close GDBSV, GR86, Glide, AR68, AR5SV, GD66V, GRIM GRSSV, ARaI AR6SV, EOSS, ED56V ED5S,EDSSV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DoW page 1 Of I Vitiate FLIHIear4t7 unit Body Or gala tack DabPae9hs 20 Dee Vanilla, miallimYloL Fmk YalkotWdY Yom" Agblk g FDICAamaal Asoorers it" Revision 2017 CURRIES DMsion of AADG, he De tic Dave Ln LUC Ted Somml, PE 11/30120/7 10282017 12%WI7 Approved Careen. Exterior Donn (641) 40448" (305) ON 4707 aubCabgory: Exterior Doe Compone is dave.dedb@awabby.eo ConWft Slashed: CertMrmbn Mad a L.Ytlng FLN18174e7 Prududs CAWS Asorgered ftSm Am®rdfair Lim haunt Ibaka seat Product aomB 9 in Firm outside HV i Ballikut Fres- 1 807, 707, 727, 747. and 547 Single, and P.I. of Dows Rush, Gkwd, act Louvered single and pas of 1213I2025 Yee Yes Yea WA hollow meal doer. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 &2 120/2020 code Erma or 2" 2ft Dale Pend, RAI Type Version Manufacturer Contact Enalnssr&License Validated BY Validated Submitted FBC Approval Approved $fetus Revision 2017 MI Wndows and Doers Brent Stenger American Archmechrol Steven M. Union. PE 06/042019 06A42019 06/072019 Approved Category: Windows (717)355-3300 Manufacturers Association (717)317-8454 Subcategory: Fixed bsitlinger@miwd.com Compliance Method! Certification Meld or Listing F1.W53e&Rtt products. -. - Quality Assurance Aparoved for Us, Approved for Use impact Design Sea # Product Motlel. Number or Name Product Newland n Contract Emlrallon Data In HVHZ Outside HVHZ Resistant Pressure i 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No -601-60 Florida Department of Business & Professional Regulation Paget 03 Florida Department of Business & Professional Regulation pegs I of 1 Building Codes and Standards 120/2020 Building Codes and Standards 1/5 0te Product Approval Application Detail Product Approval Application Detall FLeI74 products Fll1lti> Qudln Assurance Approved for Use Approved for Use Impact Dori Sods Product III Number or Name Product Description Contract Exolratlon Dale In H Outslda HVHZ Resistant slstant Pressureg9!♦! to 20 Ibis 2 185 GH 52x72 Fin/Flange Frame IG/SG Single Hung 10/082023 No Yes No +601-60 BM vacalon VSubdiNd fICARRDZW A .. Yvwd Al" Laminated GI Revision 2017 Ciopsy Bulding Products Company Category: Exterior Doom hark VYabraN Irterlsk Testing Services MA, Gary Plaiii I Irds=17 08110/2017 (613) 77041062 Inc, (513) 6194MO IZIUM17 Approved SubCalsgoW. Sectional Exterior DwAssembMa trwrostedbw@dopay.aom Ceepuen-MMbodc CedMredion Mark or Llaabg dean Platted Had- Confined Exokmffon DWA in HVHZ gMdde Hyl Bob= )_ 85 085 W609 PAN-2F753: 73, 75, 84A, 94, 42. 48, 42S, 481 Seel Pan (min. 25 ga) SingbCar (up to 9V wide) 0521=8 NO year No t39 PSF/-42 4RST, SRSr, GD6$ GRSS, ARM EDSS vnNDCODE8a174; Wit Garage Door PSF Florida Department of Business & Professional Regulation P.g, d2 Building Codes and Standards 5272020 Product Approval Application Detail 6 IME111 mom Code Ending or Data _ Date Date Pending Data ]ygg Veralon Manufacturer Contest Enalnsar 8 Llcerxe validated av Validated Submitted FBC Approval Approved 2(111A add! Revision 2017 PGT Industries Jens Rosowski Mlar,&Dede SCCO-CER Miami -Dade BCCO -VAL 02252020 01272020 02282020 Approved Date Yam a elimiagaim Category: Windows (941) 4W-0100 (786) 315-2590 Revision 2017 POT industries Subcategory: Fixed ircsowski(gpg0ndustrles.c Catogoey: Wndowa Compllanoe Method: Cemflcatlon Mork ter Listing cam Subcaegory: Sege Hung F1.0243.R22Products -_ Cow4AW Modwd: codMaation Mark or Lkdkg 41atlty Assurance Aogrovetl far Use Aproyed for Usa Impact Design sea 0 Product M I 1 O d H Resistant $!gt 7 SH-05Q0 (tags Mboft Nnpa� 6 PW-5520 (Lug. Missile, Impel) Vinyl Fixed Window 0413OM25 Yes Yes Yee NIA Florida Department of Business & Professional Regulation Fag.1 of I Building Codes and Standards In2o1a Product Approval Application Detail i FLNZMOM Salt way OL Rik 219 Dab Peadlim 21k FLIMM58-rM Pr dlUds #No figglij,Niligghill; 0[ Nil MOM vmkn 2kmdMgu![ Cooled &Md� &L� Volmdoa, mdwod auha9Yl FDIC Approval Ag9®I!l Skate 2 5704 Revision 2017 Thee -Tau Corpora ur, Podr Wright Lyndon F. SebrINL P.E. Ryan J. King, P.E. 10/16=17 10/19=17 101=17 12fl2/2017 Appeci Caegory: Exterior Donn (419) 2M1740 PE-43409 (813) 767405 aubCabgey: Swaging Exterior Door Assemblies rlckw@rwbkgcanaubenb. Cepplirwa Method: Evaluation Report from a corm Florida Registered Mobbed r. LJamed Feria Praf selored Ergmeer PWO46MProduct, AgraavedtaUse Approved far Use laroam Dada, Ant Product Model. Number air Nam P pkg CORbaCt EXDkMbDn Dab In HvKZ gsmk,HVHZ 1 a. &gUolFarlCbsekdquob, &gtroUSmodhSlar&gUOt. 6801 &quohknpad&quol Glazes Flargbm 12/312021 No Yes Yes WA 8gtwkCeSeacCra88gtwt r&quobClsal4Cro8 Single Door-(X) Insfto or OuWAV ConBgwatlon Rusk"ok Florida Department of Business & Professional Regulation Page I Of I Building Codes and Standards imals Product Approval AppNcatlon DetaN FUM31111I RM Badly car gg gsla OWA Pleefide 20 Due varsim fModwww llligiew FacAmmytl Aummd Am" Revision 2017 James Hardie Building Products, Ina Pingshang Zhu pleased I. Opa de John Southard, P.E. 081 0&0812017 0828/2017 10/10=17 Approved category: Panel Waft (909) 340.2927 PE-Z4121 (352) 367-262a Subcategory: Siding PbgWXM'rhmb@Mmuhe Coe4tbna lftalad: Ev.k b. Report home db.com Florida Registered Architect or a Licensed Fonda Professional Engbesr Aoarowd to, Ua Approved far Use h"DM g!!kn dgt Product daaaII am IaLmPr oubwe HVNZ Baerkm PMMUM 2 Har&Plank lap Siring fatal anent lap ailing 12312020 Ya YM WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pee. 1Ili2 120/2020 Florida Department of Business & Professional Regulation pans, of, Building Codes and Standards I/e2111e Product Approval Application Detall FLMHtdl�d Side EIIdhLa[ 20 Rik glaCeWlm gale erne yN)ggn MVihwwm rdffiaa EmIn4lC.i.LGlDm Valkbbd ev Y,ikkW dgboma FBC ArutraI Ammsffi im a Revson 2017 James Handle DUN" Product, Ina PbWheng Zhu Ronald I. Cleave John Southard, P.E. 0&252017 06/092(117 0&29rt017 IQfI 17 Approved Clbaory: Panty Waite (909) 349.2W PE-24121 (362) 397.25" Subcategory: slang ph pilierag.xhultiameshe Cotrpaace VAMW: Evaluation Report from a die.crn Florida Registered Archlbd w a Licensed Fiona ProNeebnN Enynar F117a7eLR6 Protluela Q,WWAanoam Adkadfor We AN%wvOdSgLws amad 4wlan ➢eat Product Model. Nuesbar ar Name Produce QSNrke1cM rn EaafWfma le InlmlZ IDYkCtmlZ Bellibilligg P_ 2 wrdiePlonk Lap Siding Posr-arced lop siding 1201 Yes Yes WA WA Florida Department of Business & Professional Regulation pap 1 all Building Codes and Standards 1,54101e Product Approval Application Detail EodaLa gda gala DabPetdhm Pik VYMebdM iwlmw dlraestiald FBCAaMllg Aaoro1mtl soar Dean Rued MBamWada 6000-CER M"iFDoa SCCO-VAL 1220=17 12/0812017 12252D17 Approved (941)485.0100 (780)315.2590 dmark@pglinduelrlao.cam Aoawod MUa -(aJig Imm9! Dead- P[ r 07/J02020 .Date In HVHZ WYN Z FaP- VIIy1 Single Hung V9btlow Yes Yea Yes INA Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards Immle Product Approval Application Decal FLl%7.R17 Sisk E9YhLa gala gala Dab Pondkr. 2dt Dora yOndbe Ikmialu m[ rdmm aLlsam validated awomo Felt Agancenil AmmYed dtYa RavMon 2017 PGT Industries Man Rusnk Waml-Dads SCCO- DER Mwm40a le BCCO - VAL 12I952017 11/15=17 120012017 Approved Cab9ory: Windows (941)486-0100 (7a8)31&269 SubCatsaell: MuNions dnuuk@petinsustrbs.mm corrperra Method: CeNflatbn Mark or Lba1g FI.a2614t11 Prod&" 2MIRLAmlOmr Aboriginal far U, Am,,,,d for Use WIR" 221 Ant Product Modal Nuaberur Nanw Product Dissadallon Contrad Expiration Dab in Hi outside HVKZ ) P� 1 MuNioes for AN Dons and "clams Aluminum Mueioa 052a12027 Yes Yes Yes WA e li Soda Dmt vloknt llammMasm[ Revision 2017 ANids Cabgory: Flow Waft StwC.lagory: Soft ConW#. RU#w& Evaluation Report Roma Florida Regbt.rad Architect r a Licensed Fbrlds Professional Engmar finA 1 a. &qu t;2T&quor; Soft Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval ApplIcadon Detail pop 1 Of I I/lV2ale FWIhLa gala gala gala Fagdba 21k SvtairoaiAui vallabdtw YNI dabtlmd FBCAooaatl AS-..l dam& Nick Thonpeon Lyndon F. 9dlmioL P.E. Ryan J. Keg, P.E. 10104/t017 10/0312017 101112017 12121 17 Approved (330) M-2389 PE43409 (813) 767-MS Mnanpeon@eNide.txxn OudWA�AM Skit AssavenedffiJi t Immo Realm P Ion In Quill HVHZ BKWM Fibula Vent or sold Vinyl Souk 12212020 No Yes No WA Florida Department of Business & Professional Regulation Pate I of I Building Codes and Standards 1/512018 Product Approval Appkation Detail B.i462Z4BA 2M trsrnJ[�,-gtr no 21k Dab Pandhra gate mw Version Mwiliftelim good EBWORKAMOM YMMMIIM ydwlw atdlmm FBCAnereval Atuagived AN" ReVUlon 2017 Theme-Tru Corporation Rick Wright National Acueciblen & Ryan J. King, P,E. 1220=7 0921/2017 12R22017 Approved Cebgory: Exterior Daiwa (419)29&1740 Managenrrd InatiWte (813)7674MS 6ubCabgey: Sovini Exterior DoorAnombess rktw@N+Slrgooruaama. Compliance Modwd: Certylcalion Mark or Listing darn F1a1622641a Puedab lea! ProdudMoalNrmWerrram.Conrad ALA I Asentr dfartba f 2ld Ibakn P dgdm Con adEa lin H ale Outside VINZ tLNaYN Pmlltae S e. &quoksmoot ,411di &gawk arid &grwkBendururk by 6118 and WO Opaque and Gland F begim Dw with 12312021 No Yes No WA T6mmaTm" and wfwut Sidsaes. Ineweg and Outlawing Florida Department of Business & Professional Regulation page, r i Building Codes and Standards 1/52013 Product Approval Application Detail FU2N412e rdo slow a Do !d tDab Pe d m hale Done raW" tarml.elar gr� Emlme[.41,WDm vamraadHft vJlmamd amlm md teal ADNQM Revision dhaa Revis2017 POT Industries Rivals MIaml-Dade BCC0 - DER MbnnHI BOCO - VAL 12202017 11128=7 12252017 Approved Cebgey: Exterior Donn (941) 488-0100 (786) 315.2590 SubCabgory: Sldbbg Exie6or Ow Assemblies dmark@pg industrles.som CompOrwa Matlwd: Certification Mark or Liedng FLa2&14R20 Pundnuda Amnovod for lie APPrmodforUu kFA@d pnion age ELM In HVHZ OubldoHVHZ iLakam P� 10 SGD-5670 (Loge Missile lnpact) Ymyl Selling Glen Door 04M42021 Yea Yes Yes WA Florida Department of Business & Professional Regulation papa I of I Building Codes and Standards uU Mie Product Approval AppMeatlon Detail "627@sd rd!!g! EBNhLa gala PAK DabPandlna gak Iona Yeokn YARdw Aghmead FBC A-mal AID akYa Revision 2017 Clopay Building Products Cli pony Mark Witede ill Irderbk Testing Services NA Gary Pli shbr 11292017 08/102017 12105=17 Approved Cabeory: Exterior Doom (513) 77"062 too. (613) 51941588 Saticaeogal Sectional Exterior Door AsawrM s nwmdorkeMadopay.oan CompaW AAShoch CadWo Om Mark or Listing Amy hung !balm dgt Peedu,t NkdLNuebr«xua P kJmtz ! PJ7aallm 102 102 11116.16 PANI53; 73, 75, 84A, 94, 42, 48, 428, 468, steel Pan (min. 26 gaJ Double -Car (9`2' to 187 00212g28 No Yn No 137 PSF/d1 4RST, GRIST, Goes, GRIM ARM, ED58 wide) MNOOODES8174: WS Garage Door Par Florida Department of Business & Professional Regulation page I Of I Building Codes and Standards t eaole Product Approval Application Detail psis FEndOL% fat gala pgapwmm gala Date vw i- magidagum lily Ena1nNrA.Llmm Yag�.@L Youdad AWMIad FWAoaadul Aa0@Yld lima Revision 2017 James wMla Euadng Products, Inc. Phosheng Zhu Ronald I. Dome, John Southard, P.E. O&252017 00,,K)WO17 0t1282017 1&102017 Approved Category: PaI1N Was Me) 349.2827 PE-24121 (352) 367-2526 &&CANOW. Siring pwosmw.zllu@Iam w- Comp lra. MO d: Evaluation Regain from a de.exon Florida Registered Arch"a[ or a Licensed FWWN Profeoional Engineer Agnmved for Use Ameev.d brUse hiRed gnm daa,t Member or Maine Product DescriptionEat Ig.tlldli 4laWaJ!!!t¢ Baalmm Pmigm 1 Cerpbdr Lap Soft feercsnrntbp.kblg 12/312020 Yas Yes WA NI ELCCII2a2 tim Iran !Holm ji mdLsIra Revision 2D17 Abkb C.bpry: Panel Wets Subcaegm: Soft Complbvwe M*VW: Evaluation Report from a Florlds Regbbretl Ardell or a Licensed Florida Pbofesebnol Engineer 6 AKA 2 b. &quotAftence, T4&qubl; Soft Florida Department of Business & Professional Regulation Pege I r I Building Codes and Standards 116/201e Product Approval Application D&W Enter at 20 20 DOWPrdVA ➢ale gmka EodoearALlcaneayalMwdtw Yatitlaatl S bMWAd FOCAmm)tM Amtalyd ANN Nick Tho speon Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1004=17 10/03=17 1011 ir"7 12`121 17 Approved (330) 922.23119 PE43409 (813) 787-0565 nmompem@abkte,crn Aoawnd for lee AmrsMd for amad l;mkn P rye ktm6 Outside HYM BmhYm Plamre Vent r Sold Vinyl Sole 12212020 No Yes No WA te^'a ^ ^W W Cn Fu a a) O Q O O C O CO O M vI f✓ _ L O O ca LLCU p _ > Cn . =^ V�, a) L- O �'r� O L^i. cuu) 4s 0 z z W J U) a) C) 0 � serf_ -faaaaa CIO CI.I) Cn 0 }' a� CC O L_ sea�� 0_ C/) CL O L_ Vral V, V m CW C a Z Z Q J W SHEET NO. PA 1.1 T_Eli! 191GiITf7 ilg H-11 L dlell lfl i filifitit il idLl 1.ILi .il ,i,I llli 11 I T i- i __1 -FT--F- - N .,C (3)-� > = 0 -#.—a CL /tL L C: W CL O O � � —0 � •� �a � U) U ` ; CU `.! O O • L O L O O `• . `� = ,— CIO O C'a O � r� E $--0 cal �//iiiii'i�if VJ /^�\ � /1 �✓ `V > O CL �L1 Y.L Florida Department of Business & Professional Regulation Pege3.f3 Building Codes and Standards nrv2o2o Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of i Building Codes and Standards IWQ020 Product Approval Application Detail Florida Department of Business & Professional Regulation Pop 1 of t Building Codes and Standards a2o+a Product Approval Application Detail Florida Department of Business & Professional Regulation Page I off Building Codes and Standards i W20/s Product Approval Application Detail Cod Entity or Dine Data Data Pending Data Type Vesion Manufacturer Contact Engineer&License Validated By Validated submitted FBC Approve Approved status Revision 2017 GAF Michael Stan Robert Nieminen Jahn W. Knezevlah, PE 12/112019 12JI 12019 12/1 M019 ding FRO Appn Category: Roofing (800) 766-3411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles msf.h@gef.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flonda Professional Engineer PW10124435:Pfoduca .., Quality Assurance Approved for Use Approved for Use Impact Dolan sec # Product Model. Number or Name Product Description Contract ExNDate In HVHZ Outside HVHZ Reolstani pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 34ab, laminated, 5-tab and 12/162022 No Yes N/A N/A hiphidge asphalt shingles COM En[kv ter �e Dffie Pen hm Q e Type Version Manufacturer Contact Enalneer&License Validated By Validated submitted FBC Approval Approved statna Revision 2017 TAMKO Building Products,. Inc. Kent Eden Zachary R. Priest Locke Bowden P.E. 101192017 10/05/2017 10202017 12/122017 Approved Categoryt Roofing (417) 624-6644 PE-74021 (334) 300-1800 Subcategory: Underlayments kerrl_eden@tamko.com Compliance Method: Evaluation Report from a Florida RagimtaradArchiftect ore Licensed Florida Professional Engineer D1Pri+ducle •., .:, ^,:'. :, ,,,., ::, , <.. , � ,.. ,. .- ' „ ;;s ,.. ,.. ,,.,.: , , .,,,., � ;:.�: ,' Quality Ascuance Approved for Use Approved for Use Inroad Deal- orallon Outside HVHZ Resistant Pressure seed Product Model. Number Name Product Desttlotlon Corhtrad Espirallon Dffia In I�,g 1� I0 �a b8 Version fodwMz � ApaWua Lim— Validated ar MOM A Ft Ah� �. Revision 2017 L.V. Thompson, R. Mot Thompson Architectural Tony Christman Zachary R. Priest Locke Bowden 101102017 10`102017 101172017 1211212017 Approved Metals Company (TAMOO) (Of 3) 2483466 PE-74021 (334) 300.1000 Category. Roofing tony@gonatakooMg.cam BubCologral Roofing Accessories that are an Integral Part of the Roofing System CompNsnas MMa to: Evakralbn Report from a Florida Registered Architect or a Licensed Fkdde Professional Eeglnan' FLA"MB4U Products 91W�8BYLiaOAnclavadeorilloor Approved for Uss IM= 21WM Awl Product Model. Number or Naar In Outside pll.aaQ 1 TAMCO Pat Top 08- " Vent win Baft forTb 26 Do. steep rod verNMtgr with baMa oacert026 Yes Yes WA WA Fr/1691sA2 �Il En t�. r I� Ida dry 1� Thug V� fYDulsorsL SB�Mt Emb ca.Li� VtlMated ay y 51� � AMR Review 2017 L.V. Thompson, Imo. into Thompson Architectural Tony ChNtmxp Zachary R. Priest Locke Bowden 10/102017 10/102017 101172017 1211211 Approved Meals Company (TAM00) (813) 240.34" PE-74021 (334) 300.1ego Ceteery: pRoofing tony®m goNakooMg-eom SubCalegory: Roofing Accessories that aue an Integral Part of to Roo6rg System Compliance Man": Evaluation Report from s Florida Registered Ardthad a Licensed Florida Professional Engineer FL#IUI$4t2 Produces couldnivAsincessom Amencred for LIU Aaommal for Ite. IMMO Delos Ap-a Product Model. Number or Names p In,HVHIZi Dl�l.d , 1 Pressuree 2 TAMKO Gooseneck Vent 26 ga. OseW202e No Yes WA-of-U.5 Asphalt saturated o attic felt 101182021 Yes Yes N/A N/A Florida Department of Business & Professional Regulation page 1 of 1 Building Codes and Standards I/r2019 Florida De rtment of Business & Professional Regulation pa og Peg.1 a 1 Florida Department of Business &Professional Regulation peg.1 d 1 Florida Department of Business &Professional Regulation Peg.1 d 1 Building Codes and Standards t/52oa Bustling Codes and Standards 1=16 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application DWII Product Approval Application Detail Product Approval Application Detail Code Entity or Data Data Dab Pending Data FLN6919.R2 l 7j(sq Veneto n Manufacture Contact Engnesr&License Validated By Valldamg Submitted FSC Approval Approved status iYa! SO& Vml- Manufacturer ErAgy Nonlinear .&License Validated By DO tag 001A PoOdlM Validated awwo W FEC At1urovgl 211a Aa,,,d son I2f! Ias version tientiol er E VAv or DDT lOWOelfi.LJelOa! Validated av I211a .10 Ode Funeral Validated Arles mgAcconeval 20 AMR ]Brun Code Vemkqg d Ea49Lor gRow E Validated 8, 211 211a DAB POO&ma ypAUfAd Submitted FOC Aaa[ci 20 A,,rvd Iwo Revision 2017 Lone—, Inc Category: Roofing Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 04/092018 12M 8/2017 04/152018 06/122018 Appr—d Revision 2017 L.V. Thompson, Inc. dbs Thompson Architectural Tony ChrMman Zachary R. Priest raga Bowden 10/lOM17 10/102017 10/172017 12/122017 Approved Revision 2017 L.V. Thompson, Inn dbe Thompson Architecture] TorryChdsbnaI Zachary R. Priest Locke Bowdon 10/10=7 10/102017 101172017 12/122017 Approved Revision 2017 Florida Metal Products Inc. Clark Jones James L Bucker, P.E.@ Michael John Ramer, lorls 017 10/05M17 10272017 12/122017 Approved SubCalegary: Roofing Accessories that are an aceder@lomaneo.cm Metals Company (TAMKO) (613) 2483456 PE-741M (334) 300-1800 Metals Company (TAMCO) (813) 248.3456 PE-74021 (334) 300.1800 Category: Roofing (904) 783b4W CBUCK Engineering P.E. Integral Pad of the Roofing System Carol Roofing bnyMgamsakoo8ng.com Category: ROong iony@gometokooling.com SuloCtra pry: Rooflrg Aowstorles that are an WrkeIWnco.oen PE-31242 (581) 414.7557 Compliance Method; Evaluation Report from a SubCaegory: Roofing Accessories that are an Subcategory, Roofing AcoessodM that are an Integral Pad tithe Roofing System Flonda Registered Architect or a Licensed Florida Mtegral Pod tithe Roofing System b'#e0fa1 Pad rile Roofing System Compliance Mtahek Evaluation Report from ■ Professional Engineer Compliance, Method: Eval ation, Report from a CeenpNenoa Method: Evaluation Report from s H'brWa RapYlered Anohtect or a Licensed Florida Flolds Registered Artldbd or a licensed Flaka F'lom4 RegWered Archtect or a Licensed Florida Professional Engineer- Profmiaml Engineer Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design FL02161&RI Products Sao # Product Model. Number or Name Product Description Conract Exdallon Date In HVHZ Outside HVHZ Resistant Pressure F $Mge, A lDfd Us, Approved for Use loged Raelon 1 Deck -Air- DA-4 Low Profile, Pdypropylene Plastic, Roof Vent 07/10/Ml No Yes No +97.5/-97.6 Quality Am Approved for Uss Aloomined for Use lmpea lager 9WIat.Aalmencte, AMA Allenwood for Uss knoact ! 29M 201 Product Model. Number or Mama Product D,,Ddddm Contract Ewhadw Dab ial 'JM OLd&WOHM I31Monant Firestone M.0.rI sly Attached to Plywood Deck. Am2 Product Model. Number or Nana Product Deportation ggwmdzmsmuam2oIn HVHZ I Regulation, prmsm AN A Product Mod&L Ifirmillow or Name Product Dow4bglon A P.@rmuoapolls In HVHZ Outside, HVHZ BYE I 3 3 - FIAMCO &quO:RV 10 Ridge VenMquok Aluminum Ridge Vands for pNUed roofs fabricated 12/311=0 No Yes No WA 3 TAMOO Off -Ridge Roof Vlantwth Bsffie 26 go. stalk roof venffkdor In Integrated battle 091M028 Yes Yes N/A WA 4 TAMOO Rood Top 06RMpe Vent with Belles for Into 26 go. ate* and "Irate r with belts 011N912026 Yes Yes NIA WA from 0.026" Aluminum Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page.1 of 1 Florida Department of Business & Professional Regulation Page i .f 1 Florida Department of Business & Professional Regulation Paps 1 or 1 Building Codes and Standards 1n0/2020 Building Codes and Standards IP20=11 Building Codes and Standards 1Q012020 Building Codes and Standards ItSala Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Tjge 9201. Version Manufacturer Entry or Contact End—&Llcanse Validated By PAR 2d2 Data Penffina Validated Submitted FBCApproval Data Approved Status Code TTYPs Version Manufacturer rE m v ore Contact Enainse-&License Validated By 2d2 Data Dae Pending Validated Submitted FBC.Androval 291 Approved status MM � Vrion Manufacture EDS44L4L COMact Enameer&Llcense Valaated By we Data Date PmcUna V,;Bi¢� submitted FBC Approval IDato Approved Status � _q2gt Vomm for Contact Fnb,—&Lk— Validated So 21M I21h I Validated lubmsm FOC Apennine Ida A,,,,,,d At" Revision PL#7849-R11 Sea # 2017 Products Soml Roofing Category: Roofing Subcategory: Roofing Tlles Compliance Method: Evaluation Report from a Product Eveluapon Entity Product Model. Number or Name Anderson Robin IAPMO Uniform Evaluadon Gary W. Walker (Wi) 380-6091 Services LLC. (205) 854-0150 RobinAnderson@boral.co m Quality Assurance Product Description Contract Exolratlon Data 10/182017 101062017 - pproved for Use Apor a use A cued f In HVHZ Outside HVHZ 1021M17 Impact Resistant Approved IsaleD Pr Revision 2017 L#15076.R5:Prorlueb. ;,.:, ..... Sea # 1 Global Protection Products, LLC. Category:Shutters Subcategory: Stony Panels Method: Evect or a Report from a Florida Registered Florida Regl EnginArchitect o e Licensed Florida Professional Engineer -;y . ;:. ,.:..... ; . :..:.;.;, Product Mocha. Number or Name 20 Gage Galvanized Steel Storm PanelsMVHZ Tim Robinson Welter A Tillit Jr., P.E. John W. Kneze-tat, PE (954 689-7545 PE-44167 (954) 772-6224 ) tlm.robtnson@gpPent.com -.. ' ,. :. � : ,.. � ,.,. •. "' "� ... - , "' , . . „ .-.. Quality Assurance Product Description Contract Expiration Date Comgated Galvanized Steel Stone Panels retained 12/312020 or no try tracks to pro0do hurricane protection. 09/062017 OU312017 091112017 _.. , .: c, , ' , : ^. , � ` „, Approved far Use Approved fe Use In HVHZ Outside HVHZ Yes Yes 12/122017 . d Ilnoa Resistant Yes ': I pr Design Pie�§sI@ N/A ApPrwad ' .. Revision Sao # 1 2017 All American Shutters and Glass Category: Shutters Subcategory: Storm Panels ComplianceMethod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,. :. .. Product Model. Number or Name 24ga Galvanized Steel Storm Panels Mike Barbieri Frank L. Sarnedo, RE Troy Bishop, P.E. (561) 712-9882 PE-0046549 (954) 947-0880 mikeb@allametcanshutte. rs.com , . ^ , , .:.; .. _ .. Quality Assurance product Description Contract Expiration Date 24ga Galvanized Steel Slam Panels 12/312020 10/18/2018 10/182018 10232018 :. Approved for Use Aooroved for Use In HVHZ Outaltle HVHZ Yes Yes 12/112018 1 at Resistant Yes a Pressure N/A Appraed Revlefon 2017 fTW Building Components Group kin Structural Category: components SupCdo": Tries PIYtea Product Eva MetlmE Evalustonn Report from a Product Evaluation Entlly "ii$AM Products Ap,Sr Proded MD�W. An fir Mama 1 RW BCCIAbirM HgMt Strength (H &amp: 8) slued lewd ICC Evaluation Sarolce, LLC Vvtgan M. Ranted, PE (847) 8168473 (407) 687-1917 sWwie@alpinetw cerrn Product Description Contrast Expiration Dab Meal Connector PIW 12/312022 02/192017 091072017 Aaarmn9.fee tlae In oub"FMIZ Yes Yes OW212017 IIIMKt WA Approved 12gama WA — 16 ony a r .- o, o: es N/assure 17 Saxony 900- Country Slate, Hamad Slate, Shake, Slate, Flat Profile -Stockton, CA IMI2020 No Yes N/A N/A Split Old English Thatch 18 Saxonyou -Cntry Slate, Shake & Slate Flat Profile. -Henderson. NV 12312020 No. Yes NIA WA 19 Saxony . 900 -Gantry3iate, Shake, Slate & Split Flat Profile -Lake Wales, FL 12/312020 No Yes NIA N/A Shake (D 20 Saxony 900- Shake 8amp; State Flat Profile -Lathrop, CA IMI2020 No Yes N/A WA 27 28 Vila 900 Villa 900 Medlum Profile - uenwr Medum Profile- Lake Wales, FL 12/312020 No Yes NIA N/A Florida Department of Business & Professional Regulation Pops / of t Florida Department of Business & Professional Regulation Pope I Of / Florida Department of Business & Professional Regulation Pape f of I Florida Department of Business & Professional Regulation Pop I of 1 O Building Codes and Standards 1/SI201s Building Codes and Standards Imes Building Codes and Standards 115=18 Building Codes and Standards 115=16 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail — Btl9N$4 99k Entity or no Rok Rai FLhtN4W 990 ABED Do 90 older Pickling no FLOI09 u 290 Slower 21h Ra Ode Flooding 2EK FLlgligr4ts 220 Entity or 2 t 20 R»Eeagaa veto mm Revision Version 2017 mmur ww mN Building ComPOMldB Group lnc. Contact Engineer 3.Umjm1f Validated ill', Stusrt Lewis ICC Evaluation Service, LLC Wham M. Ransil, PE Vagdobd SubmIdd FtISr.Approval 0911 WM17 020712017 Approved 00212017 219 M Approved mm VMIM Revision 2017 Mann pan.. fTW Bidding Components Group Icc- Cooled EnakmK .{Lllr Validated IN Shod Lewis ICC Evaluation Barrios, LLC VNIam M. Rental, PE Velagm A9QMAW FOCAMMa! OWIQM17 0072017 Amrexgd 09212017 steed Approved LM Revision vam mamtom 2017 nW Building Conponres Group Inc. contact Engineer AI-IMmg Veit Start Lewis ICC Evaluation Service, LLC WMlam M. Ranked, PE Validated alb FSQArprotal 09119=17 09e72017 Approved D9212017 At" Approved mm Revakn Version t 2017 Mrrok InduWM, Inc. Contest PnahrerrAU a validated ter David Wed ICC Evaluation Service, LLC ICC Evtluation Service, V Udmbd Apa lftd taS'r-Appnoved 101192017 1011012017 Approved 1012=17 afWa Approved Cotom: Structural ConpcMma (947) 018-6473 (407) 681-1917 Structural components (847) g1alone4 (407) 881-1 Bt7 Category: Structural aria (low) 3 (407) 581-1917 Structural Components (314) 851.7 C. BubC&Wgwy: Tees Pates simAsom inalw.00m Phil" bCebpory: Trues Pans Subcategory: alswls®ahNnellw.com BubCalsgory: Tnre Ptae Pidn ardpin ebwie@apraitw.dom ateDofy: Tines Pates Subcategory: dwert@ant.com (205) 699.9800 CompH— Method: Evaluation Report from a Product Evaluation Entity Compliance Method: EvakmW Report from a Product Evaluation Entity Com$Wnce M 9 , ; Evaluation Report from a Product.Evakoft. Entity Compliance, Method: Evaluation Report from a Product Evaluation Entity — Approved for We Approved for Use hoped D"Ian 29dkAtl Aomynd for Uso toped Design audivAngunow Approved .for Approved for Iumt Rntm Quaft Assurance Aogmwd for like eoorroved.for the lerggat DwsIon AloiNumber or Korea Product Desoddon Contract Excitation order InHVtii ODUMe.HVHZ guidarit Pm s.m amp PmductDS In HVHZ oulaNW.dR21Bm Redoes PlllaYR .al9.1 ProdemelllodN.NUMarerNemt Product Often contract jilgoadon Dab In1IVI8 oubwojfmKz RMWM Pmeon Aga! Product Model. Number or Name Ipllytli oubaft Resistant Pressure 2 ITN BCG/Alpke Wnge Plate Motel Connector Plate 121312022 Yes Yes NIA WA 3 ITW W"Arpte Trubx Meal Condor Plate 121312022 Yes Yet WA WA 4. rrW OMAlpin Wave Meal Connector Plea 12012022 Yes Yet WA WA 1 MISSHS 18 ga, Super high sengM Wes connector plate 01101=3 Yes Yes WA WA Search Cresib U) Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 Of I 11VAIS Florida Departrtlent of Business & Professional Regulation Building Codes and Standards Pap.1 .11 I/ MIS Florida Department of Business & Professional Regulation Building Codes and Standards Pape I oil i)6rd.i9 Florida Department of Business & Professional Regulation Building Codes and Standards Pope I or I v 5,M18 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �✓ FUMIT4M raft comb er 12aY lea oar. Pleased 12k Es9! Entxr er R� �Y ! !� nMW4M fa4e l.nmv or !2. 21Moats Process vela R M974M Dgde EDaDcet 20 !2!k Don Panda Rimv (D / ) mm Version 11lerdiekinS contact Emmar&L swwa V Ikhftd0, YeadWd jifin tied !'.a2.Bomovl1 ADMO d to& I= Verde, VoldaMIrsL contact Engineer A U-nes Validated 8, Validated Ap4rsated FWA orcral Amanewed AMR I10112 Version I nuhwkmw contact Professor Validated 8, V Ndabd sub, d FOCApproYal Aaeacverl stag& lim version tdeMfactumoc Carried EMlMxillc— Validated My VaiWdad AahrsWerl Fee Anormysi Airomwed Am& Revebn 2017 Was Indueb(es, Inc, David Wed ICC Evaluation Service, LLC ICC Evaluation Service, 10VIS 017 1011VA17 10/222017 Approved RevWkn 2017 Mnek Industrial Ina David Wart ICC Evaluation Service. LLC ICC Evaluation Service, 1 W192017 101912017 10I22/l017 Approved R.W- 2017 M9Tek lydu*hmi Inc. David Wed ICC. Evaluation Service, LLC ICC Evaluation Service, 101ISM017 1GfIWMI7 10222017 Approved Revlelon 2017 MITek Industries, Ina David wart 100 Evtluatlon Serves, LLC ICC Evatuadon Service, 1 W19=17 10112a,17 101222017 Approved Category: Structural Components (314) 961-7480 LLC. Category: Structural Components (314) $51-7480 LLC. cablear Structural component (314) 651-74110 L.I.C. Carlini SWcMtl components (314) 861-7480 LLC. `v Subcategory: Truss PIS%t tlwort@mil.cem (205) 598.98o0 auhCat.pory: Truss Pate dwert@mll.ccm (205) 59MBW Subcategory: Tries Pats dwad@m9.com post 6994floo SubCalsgory: Trust Pates dwed@mll.Wm (2g6) 59"Wo Compliance Method: Evaluation Report from a Product EvaluationEntityngel y Compllm t Meted: EvoluNkn Reportfrom s Product Evolusbon E Compikr Method: Evsketkn Report from a Product Evaluation Entity Camplk o MM-' : Evaluation Reportfrom s Product Evaluation Entity O Fled1974M empolm FLe21974M Pmdusb FL#21974M Product FLeg197419 Products L� Quietly A� Approved for RLL Approved for Use tool t2:tlaa 0,Wk, Assumeace Approved for this Agerigivied for Use Imew Dolan QLm tiAssurgm! Approved for Lim Aseconioned for Use based DIWM Approved for Use Approved .for LAN Immld RWan 22" 2 Prachad Model. Number or Nam Mil 16 PmdmcLVAscdottm Contract Expiration Dab 16 ga. truss connector Pbb 01e12023 silos Yes Yes Redolent N/A Press WA alas 3 Product Model. Number w Noma wri" 16 Do. high strength Wes connector plate 01/01=23 In HMZ OutMe hiVFM Yet Yet Res WA paaMga WA spat 4 Product Model. Number or Name Mr2D Produal Do@rApUm contract Exalragm Data 20 go. truss connector plate 01/01=3 In OuteNb Yes Yes WA P.rnerlrs WA am Product Medal. Number or Nun 6 MT20HS Contact Expiration Dies 20 ga. high stroa lh hues connector Plats 01e1=1 In IM$ outside NVHZ Yes Yes RIWGM WA pressure N/A CIO Search CIO,& Seench am'hStdiKM c 2!% O Lam Florida Department of Business & Professional Regulation Pages n of 1 Building Codes and Standards 5ra2o2o Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 2 112012020 Florida Department of Business & Professional Regulation BuildingCodes and Standards Pagel ore 1120120M Florida Department of Business & Professional Regulation Building Codes and Standards P.pe t d t 1/52o1a Product Approval Application Detail ' ^ v, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CIO Code Tvoa Version fill—ectu Entity or Contact Ena & License Validated By Date Data Data rm ' Validated submitt d FBCAoorovel Data Approved MW 19tIII43a R IsIon 2017 Carp enter Co.Ca. Tracy Lane MIam 8CC0_ CER M"eml_DadeBCCO_VAL 10/302018 10252017 7012078 ApSpferotuveed Type Editorial Change Q92 Version 2017 Manufacturer Weyerhaeuser Category: Structural Components Entity or Contact Engineer & License Validated By Rob Baldwin ICC Eveluetlon S-1ce, LLC Ian Lehrer, P.E. (253) 924-6476 (608) 839-3288 Dgtp 299 Date Pendna Validated Submitted FBC Approval 04/01/2019 03221201D 211e Approved 04/082019 $let- Approveq Revtion 2291 Yevlgn attaute 2017 Commercial Concrete ProducbJne, Category: Structural Components E!nt*, or SeD�S EOo�lLa.tJlanN Validated ter Robert Gat THUY H. HUYNH John Hoy (813) e59-3707 PE-50122 (352) S88fi311 201 21M Dow PU faM Yeadtded 4rYerWem FascamCl� 101142017 10/13/2017 102s2017 21111 15ao�d 121121 17 AtM4. Approve Category. Structural Components SubCatagory: Insulation Form Systems Compliance Method: Certifcadon Mark or Listing ,FL#j42p'q '�,p duets (863) 687-9494 (786) 315-2590 trecylane@camenter.con el..t..t Quality Assuran a Approved for Use A Droved for Use Impact Design Contract Exolatlon Date 1 Outside HVHZ r sea # Product Model. Number or Name Product Description n HVXZ Resistant I! assure 1 High Strength Concrete Lintels 4 6 8 and 121nch wide lintels 05/212022 Yes Yes NIA N/A g Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Robeft.Beldwfnerweverha ser com - BubCabpory: Product Introduced OduceA ass Re Now, Tetinall Comptlann Method: Evakardon Report from a Florida registered Architect or a Licensed Florae praceNpater@yahoo.com S.—If Product Model. Number or Name 1 EPS Insulation Qusllfv Assurance Product Description Co mraci Expiration Expended Polystyrene Block Type 04/112022 Aoproyed for Us, Approved for Use Date in HVHZ Outside KVKZ Yes Yes Impact ea N nl N/A Reston Pressure WA G z `F4#e527 RAO Moduels _ Professional Engros r Sea # 1 Product Model. Number or Name Mivallan LVL Quality Assuance Product Description Comract Expla[lan Dae Laminated Veneer Lumbar 0313112021 Approved for Use Approved for Use in HVKZ Outside HVKZ No Yes impact Resistant N/A Design Pressure WA Fl.111n4M P�� Quality Assurance Approvedfor Use Aticiroved for Use lrsetat l>LIM z Q SearchCriteria 2 3 4 Paaltm PSL TimberStrand LSL TJ Rim Board Parallel Strand Lumber 03/312021 Laminated Strand. Lumber 03M2021 Structural Composite Lumber or Oriented Strand 03/312021 board Rim Board No Yes No Yes No Yes N/A N/A N/A N/A N/A NIA Agate 1 Product MotlM-Number or Mmmhe Costly Precast or Commercial Concrete Produce Product DOWADODn Confined Expiration Vale Paoest end Prestressed Concrete Lintels 05/25/2024 hit mm Outside .HVfIZ No Yes Related WA p.MlmR WA Code Version: 2017 Application Ty pa: ALL Category: ALL Application Statue: ALL FL #: 14281 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL J 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA WA Quality Assurance Entity Contract Expired: ALL Product Description: ALL Product Model, Number or Name: ALL Approved for use In KVHZ: ALL Approved for usa..told. HVHZ- ALL Ion pact Resistant: ALL Design Pre —re: ALL Date From: ALL SHEET N0. Data To: ALL PA 1.2 I - a 11 p