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Home My WebLink About3089 Lytton Hall Dr�GtJ v oio n c�1 0, =- =' - -- s — - - - - - - - ❑ ❑ a - - -J. =- -- = - _ --_ - -- T= - —= = - - — - - ------ -- ---- .--- _ ®- - — -- --_-_:____--�_ - El 7 EJ E El El FE771 ��. ©� ©©© Ll �. FE7 ILlulll III II FE:FLl ❑ ❑ FE711:1ENE7 FE7:1❑ 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 SIN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF B'rfold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or J Circle CJ orr C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir, Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior Kor KlWall Knee KSS or or K.S.K.Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door- SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ SF or S.F. Square Foot (feet) or SQ or Sqq . Square STO Storage SW S.W. Shear Wall SYP o or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or wl With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS L rC)t WORK SHALL COMPLY WITH PREVAILING UILDING NA710NALClECiRIC CODE, CODE, OR f 1X7215PHYRHILLS S REVIEW DATE _ PLAN E MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO ORIGINAL DESIGN 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 DesignerEngineercrre not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 3.2 E N G . REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR T R EVE STA Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1 551 i OWN ' tS r 4 `•' ` 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. H 10 E 8 N (O 00 ch N m N �� N uL LL "J , ' 0 te+ aM � N 5 -J # uJ W u. LL o- o_ a 2S� y M 2 WS W " = aaX0 0 Z -0 U) OJ C N 'ro0�`D m m gQ-0 W Z LLW 2 Emrn �Q Q C)Z o a O 2g a N V F 2 Z 0 d ❑13E3❑ - W z C) — W z � z S Q Q' U) a z ' l T U <li y W `_- 0 tN w � o o � U M w o g m I _ q 8 0 04 r— o w Cl)z o z � C E o =o wz �� z® CID X U KQ o 0Q CZ)C � CV i �o Qo dz . � N �2$p SU mo02 ZK rz Z J �z Q a ° $� w z Qo a �F W U <M aZ O COLZ cY i a a 3 > co L � rn W m C7 .> N 0, > r Q C 0 m 2 � NO JIUD U N r r u7 000 ,= 0 ui C7 0 Z Z E a. E U � Q p c _J JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. C S I r 1 1 1 1- J I TYP @ 1 STORY A S3 H.B.T q -- - - w o 286 -L-A 2 6 {- - I ----------- N N_ w --- - -�-�� -- L�-- I I I I I U N TIE N S4 GARAGE I I I 1 15'-02" `° --i-- - j-- O 15'-0"'! T- -J T. OPT[ 1N co 1 I I I I OPENING 20'-04" I a o � Y RM FAMILVAULT DRYER VENT THRU WALL o I I I R&S 2 CAR GARAGE CLG. , 8'-0" CLG. I I I A O CARPET ��\ :N 5-SH HANSON BOX I 00 I I T " --6Pr-1 N 16" DEEP a @ 36"A.F.F. I I N REF. 5 NT 3Y = w L- CO v p I Q I I I = - -- -j-0" CLG. o - - - - I I I o 00 I EDGE OF SLAB 2" I Lu I I O BEYOND WALL I O I I "' - ---- i-- - 2- 2-16" 2 X I I I I o - -t 20'-041" r I ^,n N I I c- ( 1' 4T I m I \I'I- I I I 20"x20" SQ. PILASTER W/ (4} I 9-6'CI #5 VERTICALS. GROUT SOLID. 2:ll_INGSLOPE 4'-0" CEILI� I = I 1 O Z I - xi ; °° 2'-6" iJi v l I I I /X - I : Q ENTRY (SEE ELEV. FORNT�LE HEIGHT). 4x4 P.T. #2 SYP WD. POST SIT TION M Z - 201 - ED __ I I I I D I I BUILDER TO PROVIDE I I 1 I 8'-0" CLG. CENTER W/Y SIMPSON ABU44 (TYP OF TWO) W.H. S3 PATIO - - I I II 1 1 �DW APPLIANCE S3 L ---- ------- co PROTECTION WHEN REQUIRED PER FBCCAFE - _j Li I o 06 o O C0 VAULT. CLG 00CARPET o t 6-52' 83 ,0 3068U' 6„ icvK I "' (3> 2x4 #2 SPF FOYER �-- III N1, a V i1 w/ DTT2Z --TILE II 9'-6LG. --7- 10"+4'41 HV-8' AT T-4'_ - _2068 o 1 -i----- B.F. R&S =a Lu r R&S ----------- �� ------ R&S ---- - NSA TYP @ 1 STORY1 W.I.C.(3) --- 166R& cti----- ------ ZI 2x4 #2 SPF w/ DTT2Z 00 m N AHU 8'-0" CLG.U? 4068 B.F. 4068 B.F. TYP @ 1 STORY 6�.� CARPET26682668 3 8'-2„ 8 0„ 2-4- 4. 2„ 3._73 8'_07 4, A 00 S3 ; 9 BEDROOM °° OWNER'S SUITE ^N 00 I 8'-0" CLG._- zn 8'-0" CLG. 5-SH 16" DEEP N ' CARPET 0 BEDROOM D R 00 M 2 _ _ _C�N A CARPET LING N - -- _ I R o 8'-0" CLG. v r N "' I 8B .-+ CARPET A cU) O - - -- 0" CLG. N" "" I SHOWER TILE-0"_CLG 2'o STILE O - 4 ~15'-043' 10'-5" IBERGLAS URROUNrz -CSIII aiso BERGLASS 7 AC PAD S3TYP @ 1 STORY H.B. A 25-SH 0 HEADER SCHEDULE HEADER SIZE REMARKS kAR (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 W1 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 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow 0/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38j 18}X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 j X 62 J S. H. 16 20X72 18jX71 j S.H. 11-12 271/4X26 26X25} S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 11-14 27jX50j 26x50 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 j X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 524 X 25 � S.H. 33 54 X 38 J 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-Bl SCALE: %4"=V-0" C',PhPrAI IVntPc 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 8 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" AD +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET Ku SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND i1111111111111111 - ° 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 1113111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ, LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) i� fir' � F\{..- 4 '•_� O F E 5tiO,\ i 4 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. 8 N N## e- 0 0 0 J N r 10 U_ u- :ft CO Q M 2 - N J * Lu =3 LLLLaa a 6 c+�9 W N JCL aaz0 Zv "It �a)0 W mm°o m o r- W LL Z �E°'O' �o�i O>z <OLn NQ0Z :D Z V 1,- U ❑7F W z N S N z Q = J fh 0- N C_� *v � n Q O ��>_ w F �N= U m e, U 'o C Q o ° �d soy o M(n w Z M ¢ � L.L ce EI 2 0 ¢ 41 o E a= Z® co -0U 0 z N a10 �o ¢o IXZ w� XZ U m0 o of 2 z (_ � J ym i?� TZ gvwi �n Z Z gU a W Q 3 U 3 LL zg 1w k �3 � ao o� = o J m� �I� �O a Cfl Q i< UU3 �M 0 = > (� L m W 0 .! N LO � T �1 . a. o m co 2 N O � N 0) L() , V r J LO r 2 N 000 r LC) o T M o Z m Z E O vi cc a E U Q p c JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 1 II 1 I ' I . ! _ KITCHEN ISLAND iD O M 0 CV OPT. REF. I O KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES U MEDICINE -1 CABINET 00 �F F- OE OZ U- Q ILL Q O > CV > M`co I Mcco I" L_ HOOD LJu� III. 11 � �RANGE L�f F7 1 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER - O CV FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES 00 = o C° SOAP F CD C700 o DISH U r r 1 (� M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 0 OWNER'S BATHROOM O ih III INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP '2nit H BASE 0 00 LL L a C° O 2x r a 00 FRAMING r r T 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING _ CABINETS - ISLAND COUNTER � o CV N FIN. FLR. ] Ij I j L CABINET BLOCKING SCALE: 1/2"=1'-0" 1 t rf . ,�. 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 _ 0000 U N f0 a�pp ik O V N ik ci O O O m co J J CMNNC U�oNpLLLL o M Z' 0) .O J 3k W W ALLL�aa L.. Q N of M W m iL'IT 33 a d it Y aC�¢�o m Wi13 W o� LLN O a' 0 N 2 NQC)z U 0O Z o0 ❑❑❑❑ W M z N S z � Q 2 N r� o 2 V LL Uo2 W O Q O L/) N w~ o � � � o � � U m 0 8 = a • Q U 0 In x C o CJD M M a =o Z Q J oo � a� Q C" w _® z F- fC _ O O o K �aO a i Qo 00 a ww <z ma r O 3 Z J m wU' ,. E U _ _ N Q oa go a W o w< s ;a O to V a r .° CO = >M c� .>LO N T Q C o 0 O m o O o I.n >+ N Lr) -' LO TT N 000 ,= TT U o m E C M o Z E ( c a U Q p JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 2 I J I 1 1- _ I III I III r l —I 11 —1 i i i I I - — ILI I fIli L_ a I — I f- —_- -- I I II ib 0 60 c0 io 12 5�1,2 _ HEEL — 12 T.O.M. N F4 HDR HGT. — TEXTURED F CEMENTITIOUS FINISH a I ON C.M.U. (TYP.) I 2" x 4" SMOOTH 1 I I TEXTURED I SILL / BAND I I I I F.FL.— ---------------------------------- — 12 5� 4' RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER —_ - T —-- - MANUF. SPECIFICATIONS 11 1-�---- ---------------------------- El E FE7 E-7] 171 FE] E — 2„ OTH j TEXTURED HEAD/BAND M F171 El D 0 El D I I a00�LI --- --- -------- FRONT ELEVATION - B1. 12 zz�,5 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — — — — — — — — — — — — — — — — — ------------------------------------------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. 1'-0" TEXTURED 2'-0.1 — TEXTURED CEMENTITIOUS o lo CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. ao (TYP.) (TYP.) io LEFT ELEVATION - 61 E: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ,'`�L`,ltitltt6l11/fEjj� SE �•. Vd ,,/ :f�ffltl,.t.illy To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E co (gyp pap{ c) N 4CD Jig ik ik 9 0 �Mo� N J w LL LL LL a d a h Vl M CL UJ aaIt0 ZvU)�00 �mu_33 W aa'� m0O mo�'O Quo un c ) N U H J < Z 0� ❑❑❑❑ W (D z N o o Z = Q J (7 d N M Z V A w - 0 tN w H c E �N - 0 M — o U m °rn U 0 • L d �Q o w M M O z U_ m w� aE o E U w2 _® Da (6 o N O a z UO o ww L wo ¢ w rO C OZzYU ro 0 o z Q, J �m� a�O ELLnZN w > ¢ O UO W 3 a dz yE o w� �I0 Y° co is a ;3 >M rn ^L1 W � .! N LO � r O m co 2 T O di Liz >, CV sr r T N o00 *= s— E T LO o (V) 0 Z ?T E O iri Z a E c°� � ¢ o _J JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 3.1 I I I' t l 1 1 11 11 I I I I I I I 11 1 I TIP I'I ' 11 111 1 1 11 1 11 1 1 1I t 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 0 bo T.O.M. DR HGT. F.FL. 18' RIDGE VENT 4' OFFRIDGE VENT -4' OFFRIDGE VEN 12 12 5 -_- - — - — 3 TAB SHINGLES. ROOF 6'-0" _— - �' 16'-7" L— INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - 61 4' RIDGE VENT SCALE: 1 /4"= V-0" 12 �5 RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOtMNG VALUES, SEE ROOF PLAN" (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. iW N •. • J Q 0. 4ROFESSNO�P 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 8 N <o a0 OO � J J M N F_ N * Go LL LL (i ..�-. J a u_ J a d L.L N LL - 2 , ) 6 Cl) S W N mLL Sz a pW, W Y Z > .` -�°' Ix o W @ m m 0 ME°r_l°' <oa0 _ ILVjj <N ° 50 ar�z N �0 Z ❑fir❑ ' W Z N O _ M Zv M tJl M 'z'^^ 2 Co V LL w jam` 0 w H " 2 �N o s � U M w � — 2 g o I U o v, d Q o • Q o to �w M M i O Z Z 4 f J m tt W a w° Z o `® 0E O U H Z 0 oa U0 Z goa C� ru C14O o �z tt a wZ � J p N C z y wm o OZ Z >z Z E N W N CL 3 � o _ I 1_- I I 1__ I ______ ___ __ ____ _ _ _ _ ti 2 1 iv 04 2" iv oo _ C° 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES .4 #---I° BUILT W/ STUCCO. EDGE OF OPENING T^N i14 0 N ^IN 1,_8„ 1" RADIUS 1/2" 3 1/2" RADIUS 3/4' RADIUS 4 1!2" RADIUS 1" 4" 22" 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-54" Ma VARIES VARIES VARIES VARIES BASE co "Iv C° __ "Al - rIN T in r CAP zo 1" 1" BASE 4 „ „ 34 C IvLi M�a 1„ 1„ all 4„ 42 N 3" rIN 3„ 3" 4 4 2" _ LL r�l_� CO t17 � VARIES 1117 2 • <V is 2a' • 12' 3„ ZoE *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO./ VARIES OPENING VARIES 2" 2" EDGE OF OPENINGmm ---m ' 8" 2" _ 1. _ri O , CV W _ 1-1/2" THICK (n w_ 1-1/2" THICK 1 24 V CD IN 4" 217 'v fV 101, 10" N 6" 2„ 2„ CD Tri ^ M 2" 4" 3" - _ a IN a" 1° W � 1-1/2" THICK 2 "4' 1'-10" 1'-4„ 3„ 12' Q4' > _ 2 o 22' � 32' ^C7 �M J 4 I ' 1 I 3� �a ^ VARIES VARIES 4„ 8„ _ r--------- N I °° I Rs I 2 Im 32 VARIES KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" VARIES KEYSTONE F11 00 OPTIONAL 3„ 3 4 4" WINDOW OPENING 4" 3" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - (V (V a VARIESraft 2" 00 (V 1 " 1" 1 " _ � '7 o 00 O I M M r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4„ T-p„ 4„ 10„ 1,., 10„ Est, R70" I 14" V-62" 14 0 N CV 12' � I 5j„ 2'-1 " „ 1'-12' 4 7„ I —I 1 T • CN iv iv 1 " 1„ 2 o GENERAL NOTES: 0 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 0 N ZZ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _ W v pp psp} r0 r QN V # OOO N J _, N O H ('7 aND Le N .J m a c... r� a (tfi a LL Vi M W LL. N K N C LL a s W 0] Z Lg UC5 0R'OF2 0 c O' Ow 913 O N o 4 O N Q M Z _ Z U F-• --1 06 ❑❑❑❑ W z QM� z J t�I d N t/'1 z C1 CD_ .2 4--J f6 .O C � w o �c� — w F- � o `- ® � U m w O $ S £ y U o • c r. Q ¢ o 4m w M z � O z � a U- Q0 w�z® z oa V F- ao xU a�< wr o0 o Z N �. ~ ado ¢ o wz .,W. m C U m E o z oz Z ^ Q � J rn H m 7m a Q W zm z N d 2g LL Z �z a yw W a� r3 C7 O v- W, za a °3 0 M 2 Lo = >M � ci ^L1 W @ .! N x > T �\ O O m r0 o O) Ln . v >+ (% r r r-N '/�� L o°o ,= CD m ! T M o Z Z 0 i6 d c c m a E U -i Q O JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. F 1 Y■ m -00 O 0 J N N i x m i Q) t2 0 J i N �v c a N N 0 a y E 0 x `v C N i t� 0 s U O O v y .o i a 0 0 J N LZ 0 0 N 0 a N O 5i 0 0 W 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 O 200 amp 150 amp POWER CO. FEED - INTERSYSTEM BONDING o TERMINATION PER �1 NEC 14, 250.94 J NEMA 1 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. 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 DUPLEX OUTLET ABOVE COUNTER FF WEATHERPROOF DUPLEX OUTLET wP GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I-_0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) 1-9 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 owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT - - - ! -N- OPT. � FAM I LY III�RQ GF6I - D. W. • ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE ----- —%FI OPT. - -- -- `Nr T-4i - — — I ? FI GFI — — �_ .. ,_- �I U.C. SWITCH —1 • � • • --i, � �,�', FOR DISPOSAL I KIT"t? I 7 1 I. I II ' I F I I o Zo BOG PATIO CAFE I I D.W.1 - qP GFI DEDICATED RECEPTACLE \ FOR MICROWAVE RANGE HOOD PER SPECS ODWP I \ GFI j i DISC. 4 H.B. R , -, OWNER' SUITFz ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE 1 VERIFY METER LOCATION WITH BUILDER H VERIFY LOCATION " IRRIGATION ---_ ELECTRICAL PANEL I I I I I I I I I 0 I I I I I I 2 CAR GARAGE Q I I I \ 1 I 0 cn I GARAGE I I GFI @ \ Lu w I DOOR I I " Q aai I GFI I I A.F.F. \ Q w r —�— / I I I I II I `�---tea I I I 1 1 I I I I I�I I I I I� 11 I I I I 11 _6*I I I I L 1 I ENTRY I I O I I I WH I I I GFI @44" L-_---_-_---_ A.F.F. 3 3 T 3 _ FOYER I 1 WP I I GFI I I ill. m ---- W.I.C. I HU I / RECEPT FOR ALARM I SYSTEM I �- --- --- -- 1 VP FI IC BEDROOM 3\ ROUGH -IN FOR OPT. CLG. FAN/ / LIGHT PRE -WIRE � G C.M S.D. - - BEDROOM 2 -_� /2ROUGH-IN FOR OPT. CLG. FAN/ l f \ LIGHT PRE -WIRE r- \ VP -. ELECTRICAL PLAN - ELEV-Bt SCALE: %4"=1'-0" 0 0 N 1Z N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W vE N Q ci O O O M MNNC c; N # Ln J J U. M r` 7 J W LL_J d d a LL N LL ° Z aicii � U) a�0 EDM- W 1,0 C� m o m m W E9rn _j0 -2 en Z N O NroZ < O Or Z ❑❑❑❑ W M r z _ z o tl N to z (D o � 0 4 U V7 Y o a TC+ 0 Q) In w c E 2 U °o w c r— C° E ; i.... -o Y ¢ so t— cow MZ o J E h a o� Zo Z® E OI co wz �g x U oa U6 0 U Z O of as �o o Z wZ w CN t az o mo � v Y UZ .9 Z J aw �Z 1Z U) a 8 g° a �w W A U =� C)O w< Xo iIa 0, 3 2M 0 = L a) tM O .! LO < C C) to co I NO LO >+ N r L0 Ln T i N 000 r T T Ln O ci E c M a m Z E c E v 43 c a U _j Q p JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule - - - � -I Ridge (No Upper Ventilators 1/300 Rule Vent) Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. - -- - Total � Ventilation ATTIC Provided SPACE SQ. FT. S . FT. S . IN. of Total SQ. Q Q by Upper SQ. IN. of of vented IN, of of ventilation to SQ. IN, of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper ; needed ventilators Main - - - 22.00000 } 2.000000� -- Floor 2000 1920 274 960 69 480 -- - 0 _ _. _ 606.0 (Zone 1) 330.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. J * \` `ff! �t0 CS ., 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. to E co pp pip• 98 N O r- ik _ Li N O c N r N LL LL (o N ^ y * 00 LL LL nw. a a41 N c" s w fA R CLL 52 a a = Y 1 Z=fc�— 3W:D 0 U) 0 ado O� W IL 0, ��a°m �Emo) Ja D0 <NO 60M Z NQraZ U OI Z °� ❑000 W U' 0 p8p Z N O � ryq z Z Q � Q o d N cn v Z c VJ �N _ u- V W O � w � � � o U 0° w c O 8 I i U o Q o • OCAD M w $ w cooS ZZ J LJ_ i_ z a > N a OU wo z0 ❑a �0 Un00 ZO 04 i d '0w o ¢o it wz C/) ¢ o U h mE 0 Z Z r Z N J 7 m Q W E N N N F 8¢ ZZ JO W Q 3 U �o a xw x� Np � 3 'o J� o� O a1 V- ila 3 �M � >M W 0 ,! N LO O CL O ./ mco 2 A i O N T T O •� J N T TT 2 T LO N 000 L0 O 04 ili E > c T M o Z m Z E O `° cc Il E U � Q JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 5 C d 46'-0" 6' TYP @ 1 STORY A U.N.O. S3 54'-0" 5-2$' T-18" 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. H.B..t I 8'-0" N ` I ii>' 23'-6$"Ia . ' I r — — — f � ' (2) #5 VERTICAL ■ I I I BARS ' OPT. D I QPT. t/1 TYP @ 1 STORY ----r-.- -3 1/2" SLOPE —� iv U.N.O. I A - - CJ I °' —I— CIIJ I O Zo bo K S3 �^� ■ I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ALL PLACES SHOWN I II�-- CHASE TO I ISLAND . , , , , , (' ' • • • • • KITCHEN ISLAND LOW WALLS I BUILDER TO PROVIDE APPLIANCE PROTECTION J WHEN REQUIRED PER FBC I S3 HOOKED FTG. DOWELS 5" EMBED — �c—, EDGE OF SLAB 2" o W/ 25' EXT. ABOVE SLAB "GRADE 40 I I I I I: I BEYOND WALL 4'-0" STEEL" 25'-6" I I I 20'-6' 6'-8" 1'-4" x w lglo CD STEPS AS REQUIRED i I11 I uL_Jg3 I T-42" T-12" (2) #5 VERTICAL _p" N Cl) - ' BARS PER FIELD CONDITIONS �qIY I PROVIDE 1 y2" RECESS I I �� qlZ �cb°° I E I ' K CC I CC 19 N — — FOR SGD. REFER TO I _J�h ■ I N I I I r-- - -Ih MASON'S SLOPE FOR I I III I ' WIDTH III p•W, III 'W.H.�` 1 S3 I S3 I ■ io S3 o —CJ — — — _ o 9 o LO S3 I 16--11$" 8-_6j, — — — }— — — — —I ■ 1/2" SLOPE v -3 1 /2" Cv 33 7'-1$' 4'_8" 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE Y2" x 9" I �, L o0 -v — — HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 ■ : I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4' MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'4CP G S3 : I ■ ■ ■ :s. f............ J .. :: :: :: �� A CP 10 — — ■ 01-0. 17'-5 ' 36 ' 90. S3 TYP @ 1 2'-6"x2-6"x1'-0" I' STORY U.N.O. o I W/ (3) #5'S E.W. CJ _ / AHU _ — — CJ — in _ CJ LCJ ' I HVAC CHASE 1 I BASED ON LOCATION �� :.'.'.'.'.'.'.:;— =,3 -- - I I� ��II } I I tin �0-0 2, 9, 2,_8�. 2'-118'Il II L JI + co LO H B4- TYP @ 1 STORY A U.N.O. S3 ,. 3,_58" 2 -6j" 6'-0" 6'-0" 6'-0" T-10" 4'-2" 3_28„ 2,-985,. 6,_0„ 6-4- FOUNDATION PLAN MONO — ELEV—Bl_ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �-• VA"' w CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" . • :;: #5 CONTINUOUS ,�: :: _: '•_ REINF. SEE FND. FOR QUANTITY Vg #5 X 25" X 25" CORNER ;�'•';' '•:•; '�'• j ' '' •• ' ; ; ,• BAR ONE FOR EA. ' ' ' HORIZ. REBAR, TYP. U.N.O. • • %• - %•, "Alternate: ' The reinf. bars shall be f • ;r • ;1 „r ;Y • ;� cont. around corner by cold • • • • •: bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" vN C) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N c0 N pp Q — � # IQ V � C. .0 W u i � 0 0)5 CnN')_j VA w w — 0--j a a 0)H a Z " S LLl rn 7 � F a a W 0 �N0) 0 o o Wmo-�O _ � �g CDo mg¢v Z LL W �oa� 0, NQcN'MZ U Z U ❑❑❑❑ W z z � z OOL/) ¢ o z = o a U M Vi Y W p 0 t!1 t� w Of E :D o � U 00 w = r m E =i - � tffil U C N (D ¢ o 14 CD C.0 w Cl)w z f J L.L. E zo >ry zo Q OU wo z® oa ca 6 ~ io pQ 00 o o ru �o a a� ao s mo . � 00_ � zNc J �z rA aw g� 12 CX w z NW W ow w x (7 � nj O O V w is a 03 0 cM = > M NN ai ^L1 W C13 O •> N = 00—%. Q C L 0 O ib o O N '0 J N�/� � I N 0°o r r o wLO M o z m z � E 0 iri N co m d E U p 4? Q c JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 6 0ATYP (2) A PCiCj � U LO Cl) U U ,�,�1 CJ1 L4 CJ3 I CJ5 EJ7 ' EJ7 I EJ7 I EJ7 EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" & (10) 10d NAILS ' 2) 2x12 #2 SYP WD. BM. w/ , EJ7 �LITCH PLATE. BOTT. OF BD 18 D1 FG1 44— GE1 SIM FL Ill 1 I I I 116 I WWJ m 00 m co m In m U U V✓LU U CJ3V CJ5V I EJ7V (2) X W Q C~O Q ' r Q GryI_y Q e~- Q M ¢ O L Q A 11 / 1 ! 1 / 1 / � 1 -- n ¢ H Q (2) x II I EJ7V I nI EJ7V EJ7V EJ7V EJ7V ° EJ7VA i II _ U � `P EJ7VA Q Q .~- Q O I II EJ7VA EJ7V EJ7 r Q x EJ7 .— Q M <C Lo Q Q EJ7 II "r I EJ7 I I ^ I CJ5 CJ3 73-)U U /16" OSB 1. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 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 HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD713 * 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 -1 Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 112" 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 1 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C 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. x CONT LAEDGER� NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) —L OR 2 PLY BARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: j/4"=V-0" .0-'Nrk; A.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 - 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 w E F^ Q m t�pp ^ppp Co O V N N it # O O O M M N Co LL LL O m DJ� U.J a OW- 7 r N a LL 2 LL 06 W Lu Q 0 ; C d 0 z-0 U) X a mm-o 111 LL 2E °'O' �o a� Q Z N co V F J 2 z ° L) 0000 W 2 CD z N S z N z � � J (7 d N M N CD L � � U V) L1J � E N �co = 2 o U w ®, = 0 8 =� �c U • ) ¢ 0 C:,W � M z� o Z a a E z® o W° i a I"'— to x o pQ 0 0 oz z N i o ao Q w w Y mg Oz Z Z � J .2 m <w �z Oa W¢ y ti WQ U <o $E 00 <� 7r >O c0 � owe za a 0r 03 M C6 L .> N r a, a O m Cal r o 04 O Lo n LO T i N 00 T LO C) E T CO o Z Z E O N y L`o c Cc a U Q JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 7 1090 8F8-1 B/1 T GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 •0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS WPM =wpm= 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID CV Q 9 W 01 r U /5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. -now F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8F 16- B/1 T H a tNOMINAL, L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi precasirntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° A 0 a #5 REBAR AT TOP ° .M.U. w a° A MIN.(1)REQ'D Q 1-112"CLEAR S a z ° , J ° z GROUT D < �o > LL - 7-5/8"ACTUAL PROVIDED IN Z p w n D l D 8" NOMINAL WIDTH LINTEL O 3 � �, #5 REBAR AT BOTTO INDICATED (VARIES) c~n rn Ir a. Go �o AS 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 UF 4'-0" LL 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" �Frrle. V, ; t� 1. v. r� �..° Si . + •••......... �3 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 (• Q ��QQ � E OD_ N tG pp N i! 0 0 0 m f0 N � N * 0,4LL LL 9) :1 LL LL f» Q cN N , W h alma as 'mo Z .0U)°' 0IXo C 9 m Q C m O W LL W mo�CO ¢u0 E4' �0'5 Z NaMZ z U I- ° L) ❑❑a❑ _ W p� Z N O v Q n M c/1 z C� LL a--� cn LU o U ¢ Tt+-• 0 N w C Z:) � '1 � o U 0° w E E g 0 • U 'o Q o m S m o Mh< J w Z M 0 Q � Q E zo oo wj yR ZR oa U '6 cc cc c O 0 § a K UO �� Z ro Nro °z �o a z ttw ro dro Cy M L CI' c� ,!LO N � T C� o O Co = O N T O LO u- J N n T Ln r N 000 r r ai I.f) o M o E Z c E O `° a E U 0 Q p c JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. 8 ---------- 4-J t 3 m C 0 J N i N s m t2 i v 0 cn N •v rn 3 N 0 a E 4D 0 _ c N i LZ 12 0 0 U U 0 i 0 J N N N 0 6 d 0 0 Y 00 W 0 .n ) NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. BOTTOM GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad, (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 ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 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 A6151 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 Yz, GROUT FILLED MASONRY: 34" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4. 3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0,148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C ncrete o (erpo r and mortar along the foundation perimeter must be removed be�ore exterlor soil 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 soul disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 R O BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. +iQii�f+fe fr� v n ,'e'EES�10 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. (p Coo UUU N pa- N_ W # C) N N m m '� N 1.1 LL O W � M Of h(0 �LL�� J� W w LL o o- N Q U? NM j -, LL LL. W vi a wa u z c Y O 0 C N m COD p Z ILW EcP0 � <N o Q M Z _o-i ¢ O =)Sg N ° V F J 2 z 0 O1300 W z N O O z n z M t� zCz - a--+ (� -1 w 0 w N S. U m n Y �.r w 2 E O $ I =_ o o w M Z LL E o 1-0® >o E V N z o ❑ a Z~CL @ N @ �71. ¢� �o o� wz L wo o 6 Ww 13 CY p z U i m 0 0z Z J N m a " Q W to N a � 02 LL z g� a �w LU N� r3 w W� = �O o 0 a 03 0 `M = � ^L1 W m ,! N LO N T ^ O oo m z Q U') . = T >+ 04 J ^ Tr LO T- 2 N 00 T r E T M Z Z Eto c E v 4? c a c) _j Q o JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. S N IL CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 11\ 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8J1.7 p nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 „wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL rn w CONT. #5 > STD. 900 HOOK BAR -� STD. 90" HOOK r— BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPS( w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"� #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN � 'v SEE PLAN FOR REQ'D �^ PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION J - TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. Small 2" min. Filler blocking ° 1/8" gap ; / � ) gap 2" max. 4" max. Web Stiffener Fastener Schedule * , r1 1 I- Joist _ BearingLocation Series De�th�End Intermedia_ �� ,'_ to r Nti ®9-1 /2" ' 2-8d 2-8d _ , - l BCI 5000s 11-7/8"+ 2-8d _ 14" - 2-8d ' 3-8d 8d Clinch nails -� J when 9-1/2" BCI6000s®1-7/8" 2-8d 2-8d 3-8d possible BCI 6500sR 14" _ 2-8d , 5-8d 1) Support back of web during nailing to prevent damage to web -flange connection. ! --- --- 16" 2-8d +- - 11-7/8" 2-8d ' 2-8d I 6-8d 3-8d 5-8d _ _ BCI 60s® rl, 2) Block solid between joists for full length of span. Tight fit 2-8d 6-i 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 7/8' 3-16d _ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener °min. BCI 90s® 14 _ 5-16d 5-16d_ required when Indicated or max. 16" 6-16d 1 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floorcolumn w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker „ lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 000 01 5'-0" a - c� STUB -OUT FORLO 1 r_Or O o GAS METER O O o CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS =TOENA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —n DO NOT cut, notch or drill flanges Boise Joist Blocking I I_ n., „n,% --:1- — -1 - - for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) F P-1 =.t higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls: -for vertical load transfer _ Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CO rD 6" A %" 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 %" �C�1i�� 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger 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/ HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. — — Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• a . • FOUNDATION INFO ' d STEM FOUNDATION Filler block. ` Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap- ✓I �- 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 X Joist �/-0.6 depth �I I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN d d A. III-1' II— a A. i A/C CHASE 4" PVC (2) #5 REBAR 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. v 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 11111111111111111 12; I IS Iql �Ell Vk PLUMBING LINE PVC OR SCH40 SLEEVE r SEE FND. PLN. SIZE &REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE _12 E CAD CU J Cco LO Lo I TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4 d a IPVC OR SCH40 SLEEVE r-PLUMBING LINE d L. d to O .d , z �'a 0 CD � d 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 e' d d �' d da G a a � 1 A' d ate, SEE FND. PLN. SIZE & REINF. ° � ,.�• .�;� . °�tv Rom.. 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W IT E N�o p�ppp�' Q O O O t7f Cal N N C (O N_ i! � N lJi LL fA �LL�2 W W �LL as M � yrNi a D °'a � mLL Z ern°' 13 �O I m o_ - � m o W 'mo�CO O ¢� ¢o W 2E� 1 I I I 1 II ' 1 1' 1 1 m 0 0 J N I N x m a� v 0 J to i 0 i iY i o, -3 Q N O H E 0 v J y q> FZ s` CL v cg i a .o a 0 01 N LZ 0 0 S 0 N 0 S w 39 v N FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 ZNP') VARIES INSU ION LE -� / 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR j PLAN 1 x2 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 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 CUNT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 R° (2) LAYERS TYPE I OR TYPE II 1 a 111. (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I I I PRE ENGINEERED WOOD -I _, , 1 TRUSS @ 24 O.C. U.N.O. Ffi HURRICANE ANCHOR @ EACHZZ; ;TRUSS (SEE UPLIFT SCHED.) W/ 81. METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" C ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 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) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS 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 (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION 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 SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE Cl) ELEV. 0'-0"OL OR 5!8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH (z 31/2" MIN. 31/2" MIN. ELEV. 4-3 1/2 4 A.F.F. p _ 2x4 CONT. ° ° ° � ° - ° - I T I'3112' (min.)- 4 ° N00 rr �-r — D 0 ° • —.�L,' OO T - C. . ° `p/ ° I 11/2"(min.)- 4n ° ° ° a ° 31/2"(min. - 4" - 1=[LI (331/2"(min.) - 4" =1 = I - GARAGE DEPTH VARIES ° III � ~I q 1 I 1 ° (I 1 1 1, 1111 I i ' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 , g U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 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"=1'-0" S3 CUR S\��S vcs M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ M�rD��VS 1GON��N EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"0 x 10" "J" BOLT 24" O/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR *SIMPSON SP1 C"x31/4" TAPCONS SPACED EVENLY SPACED 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM / w/ (10)10d NAILS `�' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Uj D FINISH a = ° GRADE 40 MIN. Fy= 40ksi x -j 1x2 PT WD FURRING @ 24" O.C.-/ GRADE d �— z_ 93 & #4 LAP SPLICE a m T ° FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] a —III—I I D . 1 #5 VERT. IN FILL Z M D D 25" MIN. LAP [30" MIN. LAP] () MONO OR STEMWALL g t - 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o ° I I W U.N.O. 00 FOUNDATION PLAN FOR CLARITY ° ° D °O 6 MIL VAPOR BARRIER R ;. ° #5 REINFORCING BAR R 1 7/8" -III I f�-1 I I IT FOR LOCATIONS) b o 1=1 I I= I I=111-- I— 1=i z (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._ E 6x6W1.4xW1.4 WWF OR FIBERMESH r a 1 x4 P.T. BASE NAILER ° I=III—III=1=1=1 1= ? • D #5 LAP SPLICE x (2) #5 CONT. =1 I , ,111, , , I I=IJ, „ I r- 4"x4" INSPECTION • PORT AT EACH NOTE: g ° = = = D ° 31/4 BASEBOARD COMP. SOIL. (COMPACTED TO - FOR BEARING WALL = 11= I= I =111=I 1 I= T FILLED CELL TYPICAL _ -_ —t-Ll -_1 0 - XW/ UPLIFT ONLY _ _ _ 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ i- - - - - - M AT GARAGE CONTRACTOR III=III=III=III=III=1=1 1=III=1 1=III=III=1 I=III=11 I=1 I I 11 D1557) m rrr TTT— MIN PSI MAY VARY PER cn =III-1 I—III=1 = —I —1 =1 I=III=III=1 =III=1 1=I 1 —1 4" 114' TO CUT BLOCK OR POUR 1� �=1 11=I I I_ -I I I=1 I I=III—I � I=III I I I-III=III= I I I MUNICIPALITY. CURB DUE TO SLOPE - " CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4xW1.4 WWF OR � DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 SLAB INFORMATION. SLAB INFORMATION. r M � _ M 6x6W1.4xW1.4 S D 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR D r - ? min.) 4" BARRIER � 3; p 1 v ° a v GRADE A. COMP. SOIL. ° lit (COMPACTED TO 95% M- MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. N CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) I U TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB �\ PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z M • .-I IlLur� . e 4" � °P T SEE A/S3 OR J/S6—�I I I I I ICI I I I IT FOR REINF. INFO. III'LMIN. CLEARANCE 1'4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TYPICAL THICKENED MIN. EDGE L SCALE 3/4"=1'-0° S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E N' I _ a z _ I 0? II II WE, SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q J. INTERIOR A. -3 1/2" �. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 M 6 MIL OR T — _-_- BARRIER I - _ ' I _ r I TT v -�` 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1'-48 " " #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-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.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO IN, SEE PLAN FOR x &LAYOUT DESIGN - TOP OF BEAM v SEE ROOF PLAN .' ° ° a ° (2) HTS20 FOR STRUCTURAL r E BEAM SIZE & N a CONNECTION INFO M PLATE ( 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -' ins MIN 7/16' O.S.B. SHEATHING 8' o.s.a. z ATTACHED PER NAILING FOR REINF. INFO. E. w o SCHEDULE OPTION #1 "DLO " Ix a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � LH 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .. EXTEND FILL CELLS - TO FOUNDATION PAD d INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. `ZJ ' M CONT. BEAD SEALANT T 6 x 6 W1.4 x W1.4 ' WWF OR FIBERMESH ° w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) PAVERS or SLAB PER � 009 w p Uj `_ U-_CnCOMMUNITYSPECS GRADE a a =______ = a 4 —III—III ° —III—III—I—I ° ° • -III-III-III=III v —III 1 ==III= 14 - aBRICK a 0-0 FIN. FLR.Q% IRV —I —III—III=1 —III —III—III—_ Lu III—III�111=III=III III—III=1 I; FOOTING III=III=III=III „ -III,- I- BEYOND PAD REINFORCEMENT - I-III=iT11-' (SEE SCHEDULE) 3" MIN CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3� VIL �0FI-- 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. FW- �8 N ci (0fA r`•1 N N � r 'n N � LL ar 0 0 .«Q) CO 9u.-j , J W W u-LLaa a Z02�° N M >LL ti W W aItY a) 0 = 'm01 � Co i¢o W ILW 2 E T N z rn N o N M Q Z 0 z U ° 0 ❑0El1-1 W � V M � z g z z S Q — U) N z = � o y� LL V% Y •1,, LLJ O N w c � �N y o U m m E O I' , IS". g$� 'o �Q • U U, ctf o Qfl— o < Z -j o g E E: 0 io w° ,o _® o a (10 O U �a UO oW ¢a Z N o <o a w w� p CY z mO O¢ Z U N m Z Q W a 8< z o Nw 0, =� w O is12 a o� .o �M = M ^L1 W m 0 .! N xLn ' ^ O Q r +�• o 0 N � � i L.n r� N o r r m:3 TT M o Z Z O N U c a 43 a � Q O JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT 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 SPACED EXTERIOR FACE OF BLOCK EVOENLYLS 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION 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) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ell 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD I N W—ji 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.Q. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN-OUTWALL SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED I I/T ,—, IFULL 8x8x16 BLOCKSIMf�SON SP2 w/ (12)10d0 NAILIS AT EACH STUD DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKINGO/C FIELD2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1ST COARSE 2ND COARSE 3RD COARSE ___MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BENAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.(24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD -•—MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRYLAYOUT D MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR SCALE: N.T.S. SLI 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 4 a ' 4 e a4 a g" STD.9THOOK 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 IR NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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 mm MIX < LU > 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 �8x8xl6 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 4 8 ' a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�IV ZN 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.) $kSPLICE 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAMALT. 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 GARAGEFLOOR. 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 OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 1 0 OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP 16Z w/ (12)16d NAILS°MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE NAILS TOTAL) EA. SIDE OF DOOR 4&.. SPLICE STAGGERED J-BOLT TRACK BRACKET 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 4'- 9' (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 @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 • 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)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. O0 SIMPSON HTT4 TYP. 0p 0R U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL N ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BEBOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICALOVER STUD TOP PLATE SPLICE DETAILSCALE: N.T.S.S4F= 2240 LBS •7SIMPSONSIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSONSP1 SIMPSON SIMPSONSP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END wU Q- z_2x TOP PLATE '-2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FORSTAGGERED FROM BOT. REINF. INFO.PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S.2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °aHTT4 w/ (18)10d NAILS (3610# SPF) HTT5 w/ (26)10d NAILS (4670# SPF) aDTT2Z w/ (8)1/4" x 11/2" 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 wl (30) 1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • 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 TIESCALE:S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING d 2X8 P.T. BOTTOM P TE5/8"x10" "J" BOLT @ 24" O.C. MAX.0 (MIN. (2) PER BOTTOM PLATE) SIMPSONSP4 a2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE %— 2X BLOCKING (2) 16d TOE NAILS CKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #FILLED /8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL d NAILS @ 410d NAILS @ 6" O.C. STAGGERED ASTAGGERED o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C ESHEATHING & 8" O/C FIELD 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 ENTRYRSCALE: N.T.S.S4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S.2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °aHTT4 w/ (18)10d NAILS (3610# SPF) HTT5 w/ (26)10d NAILS (4670# SPF) aDTT2Z w/ (8)1/4" x 11/2" 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 wl (30) 1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • 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 TIESCALE:S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING d 2X8 P.T. BOTTOM P TE5/8"x10" "J" BOLT @ 24" O.C. MAX.0 (MIN. (2) PER BOTTOM PLATE) SIMPSONSP4 a2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE %— 2X BLOCKING (2) 16d TOE NAILS CKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #FILLED /8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL d NAILS @ 410d NAILS @ 6" O.C. STAGGERED ASTAGGERED o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C ESHEATHING & 8" O/C FIELD 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 ENTRYRSCALE: N.T.S.S4 d NAILS @ 410d NAILS @ 6" O.C. STAGGERED ASTAGGERED o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C ESHEATHING & 8" O/C FIELD 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 ENTRYRSCALE: N.T.S.S4 N '4' v,...... E�CO �,r, ,zOFESS\ 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 co C'," #Qo0m #0mUu(D J p G y) �M�� J it W W �-uj u__jas Q 13 ai �LL as �o W Z -0U)rn C, i W M ''24- mm °o mo�CO d� ¢p W E 0 a i Z ;^ 0 W rn@ N o � 0 N C14 J VZ U 2 0 ❑ W S z 0 10 z z V�/ Q J d N z Cz aACn U Y w n o Q) O r-- LLI77 un U 0° w 0 8 I _ 5 1 U o' co • — 0 Q a o see o co z z 12 co M i m Z < J w oE _®Q�M Zg>oow� .aU�Zw o. u°� zN Ez mo �m z0.o N J a ° <w z g $. 3 LLa m F W j N I� i z w >O Ij CDw� a �M 0 = > Co ui m ^L1 W CU c� .! N r a� Q C o o O (0 Al m = V r 0 (O 0) LO ,- 2 N 00 •- LO O ai m 7 M Z Z E O a E U -°j v :3 4 0 c JOB NO : 20-1126 SCALE : AS NOTED SHEET NO. S4 v _ m W v _ 0 0 J N N c 0 0 J V� 0 i i 4 N N v G E E v c J H N Li ✓» 0 y U 0 a S 0 v LZ N '4 N 0 d 0 0 S w 0 7j v SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " TOP CHORD BLOCKING FOR FIRST FOUR @ 24" O.C. NAILING SCHEDULE FOR SHEATHING DETAIL OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL 74 45°± TOP CORD BLOCKING ROWSOF 45° ± j24"MAX. TOP CORD BLOCKING 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d o AT LEAST 90 /o OF WEB @ 8'-0" 0/C. o EXTEND AT LEAST 90 /o OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4 TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)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 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 10d NAILS 6" O.C. • INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2x6 P.T. SILL0 „ „ NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION (2)1 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 x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN 2x4 OUTLOOKER DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24"\0 TOP CORD O.C.(OPTIONAL -SEE R BLOCKING FOR ELEVATIONS)FIRST FOUR ROWS LE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT FASTENED RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT & (2 EACH JOINT W/ (2) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAI ATTACHED w/ 1 Od NAILS NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 48"A BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �'15� SIMPSON H1OA w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR co T "' NOTES AND NAILING TOP CORD X-BRACING, AND TOP r " SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ " 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & 2 () 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS ^ NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT I�tl� " " @ 48" O/C FOR THE (2)16d NAILS SHEATHING ATTACHED (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 FIRST (4) ROWS OF W/ 1/;OSB W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD BLOCKING CKIN) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS 0/C 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 'T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 11 T. T 1Odx3" @ 4" O/C (2)12d TOENAILS 1 j EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATIONp B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 15 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 10dx3" 0/C 2'x4 WOOD TRUSSES OCATIONS TOENAIL 6" 0/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 E 11 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \ -MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) a \\-BRACING w/ (3)1Od x 3" AT = • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq INS ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xt 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS STUDS @ 16" O.C. 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. Cr 0cr d 9 0� Y CORNER JACK Q LL1 Z Ir O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 �V; I N .7 \ 4,r(!Il 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. r a C Iq a CO � O �(pp N � it U 0 �% N n N M 000 LL' LL O f77�J J Xk W W Q y M ClL W W d d Y Zvu°,m 13 �Z °❑ W.—ccc29 m 0�cO mm i Q 0 W = £��IL V <N ¢ M Z J ❑ ° i ¢ O 0 N O6 U E ..r Z ❑❑❑❑ W U 2 z "s c QQN z 0 Q — N d N U ''o V LL D _ U V% Y W O o Qa. Q) N w E N � � � o U �— T E o g U) • �Q c Q o oz w M 0 0 y Z E wz �o Q E U o go z® oa Z~� N O �ao i joo N L 0 ¢ ro c o Nm E mo o Z r ZNc�z _ v � J <w � rn 3 c� •° op Z Z s° CL LLa N W W U a- = G a � �h O � w zZ a �3 > CM ui W m .! N LO N r Q C co N f O — O r N r LO 000 O E � w �� T M o Z E 0 d m d E U .j Q 0 c � JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING #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. & 4" STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1 _ 1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ D. 90° HOOK (TYP.) ` f�;� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB REFER ix4 P.T. ( TO PRODUCT 01 10 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL E:IL ]/I 0/a L NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT HEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 72x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOMLAP OF AND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1 /2 O.C. & 4" FROM EACH40 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' +2„ NO FIRST COURSE HGAMIOKTA 12" O.C. @ 1/2" SDS SCREWS MIN. 2" EDGE DIST. 2x8 w/ (4)1/4x1 2x P.T. AS REQ'D (2) ROWS 10dx3" NOTCH THE ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED@12"O.C. 3-1/4" DETAIL +5^ WEB AT FIRST 2 COURSES ` TITEN INTO K.O.BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 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 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS ` 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1!4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xi 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 CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. F--\,2 N.T.S. •� INSTALL WDW. SCREW ANCHOR-' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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 4Yz' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� x TO TR10dUSS FR TO TRUSS TOP CHORD yqh •I MIN. 4" EMBEDMENT AT 16" O.C. + �F NGTH l r-0)r 5111 -0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + otfINISH FLCqR 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 EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° • -1/4" MAX t 2'-0" 8" TRUSS + SOFFIT �: ° A ► #5 BAR : P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1U ° ` ° : ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s ► ° °► 9 K IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS ► .' ' KNOCKOUT / N -. - - - -- CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING _ � . • •► p ► °. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN _ BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS J LEAVE ACUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL a. > 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 4'-0" MAX SEE PLAN UP PLWD. BUCK - PRECAST LINTEL " STANDARD C)BUILT °.% SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4W' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") •• - • INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" :�'• '� f �'� THRU OSB INTO 2 x 8 O.C.Sk ,• ,• ,,'• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS e-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 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 SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") Ej 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 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD >- Cr #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 "SET" a SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER �� 6-0 F F EPDXY MIN. 6" EMBEDMENT & Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE 00 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n o o w � REINFORCING AS FOLLOWS: T * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pp e� r g * PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO * 6" MIN. LAP SPLICE W/ > EXISTING FOOTING #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL > ' REINFORCING PANEL r FILLED CELL SMOOTH. DO NO FURROW. ° , ° iir c`nt DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ GRADE t,. o `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. „ 6 MIN. LAP p . n w O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r > TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' 2 #5 REBAR. MIN. 3" ( ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00,COVER 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -_ 1-0 „ SCALE: 3/4 = 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CV ='.� z141 •" ' C) 111'/111 r 111€1„t1��`'� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Q $ O O c`cc co rp Goo N# ik v O O) M N n y# 40 ro ur LL 0 C..M(1 0) . —UJ J# W W uL u- i� a �wM > Cii 33 W N� aaW itY Z or 50° m o So m 0 ILW iE°'6 0)'_� Q0 � p to �. N NQcnz U 0 Z 0 ❑❑❑❑ W M M z N (O — i z o J M d U)Lf) N M Z C s Ur U Y � Ow N c E U m w c T E o g �I (D Q � x r.Q w co M z w z < fl z o � >N EE O E V z0� ZO oa f— 0 00 O N 1 a p ao 0 wZ tr � c� C = U ym o of Z Z � a J a ° w z to 3 Q oa a go a ww W U NLL J Z. = �, IIIIIIIIIIIII' O O w 0 a= o Z5 3 2M 0 = > cM L W M 0 .� N LO L C) C\' o (� co U') >. N J I— 2 N ^ r LO r t- LO 000 o T' Ch o z ca z :3 E O ii N Il E U J Q 0 I J JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. SS !l I I I I! II 'fill"l1 1 i -- - SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N 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) G.T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1 /4"x2 1 /4" TITENS EACH TIE BEAM .V, L LnV, r „AuVV ..LV BEAM aC� RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/--WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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 k 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 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD Tzrr rr rlsr__�-- TT ROOF SHEATHING ATTACHED PER NAILING SCHEDULE IAA COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE _OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL p MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� 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" COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR ti MORE INFO. l 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - — (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ll (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE K�l� SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS Z' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS -��-- 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ y SIMPSON MTS12 w/ (14) 10d x =' 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. vvi t / PLYWOOD FLOORING z�—---- LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS �ttttllllltill�F��` \�``, . •.C"' �-' ; •� �5 bra Z //11t//''ll 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 a E `pip N �_ (A 000m(N -W iF NU LL � ' 0 Lu a. CWL ., ni 4 NM W � m z � � U_ 1 wI Z �`n� 0Xo W @ o,C"Im m a o W Z 2 E°'O' � o a � rT N p 6 0 2 N< 6 o Q N Z® oa V o �a 00 oz Z O C L z Z . Z Z r% C _ C y� m E U oz Z rz CJ to J m a ° a w z 'o >> Q U � 00 aLL w as =� ;0 �1 0 aF Ov �M = ^L W co 0 .N! N Lf- 01 ' Ir— '^ Q C O 0° CO _ N T O Ln.� N J T— LO I N 0 r Ln r T_ Ln O ai E T M vi o Z z E O ca a E L) d Q p C JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. D1 3 v, m v 0 0 J 0 N m c v _ 0 J c0 N L Q N N a E iu 0 v aci i N v M c3 i U 0 a_ i_ 0 15 LZ N N N S d 0 8 0 n S W 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE 7 RESISITIVE BARRIER WOOD FRAME CONSTR. 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR (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 SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. s SHEATHING BY LAPPING DOWN ADHESIVE TO F APPLIED UNDER SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An exterior wall covering OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN q p 9 9 � Y• 9 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (ASSEMBLED WINDOW) � OR EQUAL WEATHER PROOF CAULKING EXTERIOR O CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and s WEATHER 2 SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING suBFLooR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 1 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 AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. TS SELF -ADHERED FLASHING Scale: NSELF-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 ' 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 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHNG y EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity I THRESHOLD OF DOOR AND RETURN FLASHING,JAMB &HEAD 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 complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) p 1 9 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 -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, `0 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 o 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: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 5 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING NAILING FLANGE 1 C1 4 1.3. In accordance with other approved methods. 2 SEAL TOPS OF JOISTS 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 1 DO NOT FLASH OVER UNDER DECKING 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 8 FLANGE (SEE DETAIL WP07) 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK , SELF-ADHERED DE CORNER FLASHING �' • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. \ t /--►iGround7 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN s1_OPE ---- .E AM SELF-ADHEF O 1'4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER E- UJ rn m Q Z gl g C a w w n- a F- W _ fn U W W Q Lu W LLI 3: rn SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - -- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS lam\\NtSSL \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK 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. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 O N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WW etE8 r- CO N t0 rrco co O O O Nry#NJLJL LLrAp O W. aW LL ,.C'LL LLrnM IY a. s�Y 133LL_ Z, " m0W0 m°Wm 29 0 r-- o m� ¢ 0 0 W Z N E T m N 9 v< C"I Q O O 0 I- Z ❑❑❑❑ W M � N z o z z o Q M WkA d N - M C a �U VD Y w o o Q Q Ow to c E �U*) N U f° w c O $ i U o � c � � 09- Cl)CD 0 Z e _J L_ E m a wo >o _® OU E Ca wz O oa 0 OU O E oo x z Z�¢o NZ � w r>3 c r <o a wo m0 O ZLL >�Z N y z 011 zqo d Q Q¢ 6' JZ (1 tN W T 3 � � oZ r a 10- O .o C") _ > M t.L d ^L1 W m L0 L1. O C s = (0 m = T V, O LO A 04 �- L!') ru,) T = N 00 r T o ui m w T CM o Z Z E O y U a E U � o m ¢ p � JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. W P t WHxLRR/CANE Mounting Brackets (10 GaugvE 4-1(2 M 4-112 X 2-12 See Anchor Schedule Belts 112r Dia. A325 Galls. 1TYp,) a Washers Self-I-ocking Nuts Left Bracket (1 b Gauge) Slitimtik u3auAtautin cnamairm ace prevuln.11i wath tc" Hurcacmrc An 5tactc E�rir Red Sad Dtawimgrid r" opuu (im WM ap*) 8Kk Cross Support ` (May be Cut to Wi Right Bfatket � 16 Gauge) #14 Self -Drilling Screvis A/C Uriit buttarn Edge 1-Hurrlcalle Strap (Typical; 3 in front) Froln# Crass Support (May be cuttOW) # 14 50-0011ing Screws Thru Brackets & Back Cross Support Into A!C Unit Bottom Side (Typical: 3 each side for hurricane use) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 3/26/2018 92h Entity Or RAg Date Date Pending 21112 MM Version Manufacturer contact EnMnear & License Validated By Validated Submitted FBC Anmroval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 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 Professional Engineer FL141851.R3.Produets Quality Assurance Approved for Use Approved for Use Impact Deslan Sep # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quota Plywood -108.5PSF 2 0.032" Aluminum Gulf Lok Min 0.032&quota Aluminum Gulf Lok 16" Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&quota Plywood -116.OPSF 3 1" 24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17" wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32" Plywood 4 1" 24ga. Versal-oc 1" VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot Plywood -138.5PSF 5 1" Versaloc .032&qupt: Aluminum 1&quot Versal-oc min .032" Aluminum over 04/122024 Yes Yes NIA +N/A/ 15/32&quot Plywood 101.OPSF 6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16&quot: Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qua; Plywood -116.OPSF 7 1.5" 24ga. Versal-oc 1.5&quot: Versal-oc min 24ga. 16" wide Roof 04/122024 Yes Yes NIA +N/A/ Panel over 1U328qud; Plywood -123.5PSF 8 2" 24ga. MegaLoc Min 24 Ga. 2&quat Megaloc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32" Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot: Wide over 15/32" 04/122024 No Yes N/A +N/AF96.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem 16&quot Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over lx4 Wood Purlins over 15/32&quot: Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&quet; Snap Lock, 04/122024 No Yes N/A +N/Al 18&quot Wlde Roof Panel over 15/32" Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32" 04/122024 Yes Yes NIA +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15132&quot: Plywood -156.5PSF 15 26 Ga. Gulf Laic Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 04/122024 Yes Yes NIA +N/Al 15132&quot: Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&qud: Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quota 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 3MO18 Quality Assurance Approved for Use Approved for Use Impact Design Sao k Product Model. Number or Name Product Description Cgntract Emlratlon Dffie In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR Roof Panel over Ix4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32" Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15/32&quot Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuI PSR Min 26 Ga. GulfPBR over lx4 Wood Purlins over 04/122024 No Yes N/A +NIA/ 15/32&quot Plywood -151.7PSF 21 26 Go. GulfRib Mon 26 Ga. GulfRlb over Ix4 Wood Purlins aver 04/122024 No Yes N/A +N/A/ 15/32" Plywood -164.2PSF 22 26 Ga. GutfRib Min 26 Ga. GulfRib over 15/32&quat; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Mn 26 Ga. GulfRib over 15/32&qud: Plywood 04/122024 Yes Yes N/A -NIA/ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Pudins over 04/122024 Yes Yes N/A +N/A/ 15/32" Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GUIfRlb over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/Al 15/32&quoL Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&quct; Plywood 04/122024 No Yes N/A -NIA/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GUIfRlb over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&quot O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16" O.S.B. 04/12/2024 No Yes N/A -NA/ -116.OPSF Search Criteria Code Version: 2017 FL #: 11651 Appocatlon Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appllcatlon Status: ALL Compliance Method: ALL Duality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVNZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL < lisp Connectors ` > s Simpson Connectors ` ` a USP N . `Stock o Florida Statewide . Product Approval No. u App Evaluaton Report Basis' a (Me) Facp. Dais Simpson N . Stock o Florida Statewide Product roduc Approval No. Evaluation Report Basis(2018) Exp. Dots A3 FL172441 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 Fl-loms.4 ESR-2549 12/31/2020 HD410 HD412 HD610 HD0410 FL17232 4 FL17232.4 FL17232 4 FL17241.7 ESR-3445 ESR-3445 ESR-3445 ESR-3444 12/31/2020 12/31/2020 12/31/2020 12/31/2020 HU410 HU412 HU610 HUC0410 FL10856.9 FL10856.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 SIM200804 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FLI1470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/3l/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Eveluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 1-171`16 HTT45 FL17324.2 FL17324.2 Evaluation Report Evaluation Report 12/31/2020 12/31/2020 HTT16 H1722 FL11496.1 FL11496.1 ES-0130 ES-0130 12/3l/2020 12/31/2020 HTW16 ......._ .. - HTW20 _ FL17244.8 - FL17244.8 ESR-3455 - ....._.._ _.__ ESR-3455 12/31/2020 .. ... - 12/31/2020 HTS16 HTS20 FL10456.22 FL10456.23 ESR-2613 ESR-2613 12/31/2020 - - 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 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 __....__. -- -- HUS212-2 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 12/3l/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/3l/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12(31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 JUS26-2 ...... JUS28 FL17232.11 FL17232.11 - -._._ FL17232.11 ESR-3445 ESR-3445 ----. _. _ ESR-3445 12/31/2020 12/31/2020 .... 12/31/2020 LUS26 LUS26-2 LUS28 FL10655.111 FL10655.112 FL10655.113 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12/31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2026 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 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 ESR-2105 12/31/2020 LSTA30 LSTA36 - - _ _. LTS19 FL17244.18 FL17244.18 _ _ ........ _ .. _ _... _ FL17219.2 ESR-3455 ESR-3455 _ __.._.. _._...._ _ ER-0200 12 3-1/2020 12/31/2020 .. - .- 12/31/2020 LSTA30 LSTA36 LTT19 FL10852.4 FL10852.5 FL11496.3 ESR-2105 ESR-2105 ER-130 12/31/2020 12/31/2020 ............. 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/31/2020 k-F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 MPS FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 -- -_ _.._.._..._..... MPH3516 --- - _._._ _.--- ------ FL17240.3 ----- -. _._...._.. -- - --- ------.....-- ESR-3447 ------ 12/31/2020 WM1416 FL10667.86 ESR-2615 --- 12/3l/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 _ MSTC52 MTMI12 MTW16 FL17244.26 FL17244.26 _ .... FL17244.8 FL17244.8 ESR-3455 ESR-3455 .-._...__..._..............- .. ...... ......... ..- _....... ESR-3455 ESR-3455 12/31/2020 12/31/2020 12/31/2020 12/31/2020 MSTC40 MSTC52 MTS12 MTS16 FL10852.11 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2105 ESR-2613 ESR-2613 12/3l/2020 12/31/2020 _ 12/31/2020 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/3l/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2026 PAU44 FL17239.13 ...ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 ......._..... ... ......-----_.-.. PAU66 PHXU3516 .----..-'- _._. FL17239.13 17219.3 __._ FL17241.20 ..._........... ...... ..._..------- ESR-3449 ____....__,- ER 0200 ESR-3444 12/31/2020 12/31/2020 12/31/2020 GLTV3.516 FGTR CS16 FL10667.8 FL11473.2 FL10852.1 ESR-2615 SIM200802 ESR-2105 12/31/2020 1?J31/2020 12/31/2020 RFUS FL6223.5 Eveluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/3l/2020 RS150 FL17244.27 ESR-3455 12/31/2020 1-110 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 1-12.5 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/3l/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 SPTH4 _ .... .. FL17244.32 _ FL17244.32 _._ ........._.. _ ._. __ ..... FL17244.32 -__ ESR-3455 ESR-3455 .. ............. ..... ._..___...__ ...... ......_.._. __.._.__.,__ .__,-_ _ ESR-3455 12/31/2020 12/31/2020 ..... _... _.. 12/31/2020 SPH4 SPH6 SPH8 FL10456.46 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ESR-2613 12/31/2020 12/31/2020 _ 12/31/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/Ron SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2026 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/311=0 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11488.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 -- - - - - -.-... ESR-3445 - ---. _ _- - 12/31/2020 --- MSTAM24 FL11473.19 SIM200802 12/31/2020 -- THDH414 UGTS3F_ .._.. FL17232.17 FL2033.1 .......... ......._.. -- ESR-3445 ....... __ Evaluation Report - 12/31/2020 - _..._..... 12/31/2020 MSTAM36 MSTCM40 FL11473.19 FL11473.19 SIM200802 SIM200802 12/31/2020 --....... 12/31/2020 UPH08 ......... .... FL17219.5 ..___ ER-0200 - 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - LGT3_SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classicand S ooth Star (NON -IMPACT) FL20461.9 + 67.0l-67.0 psf 12l31/2021 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 12/31/2021 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 FL15332.1 - 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 WinclCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf 10/8/2023 PGT Series 5600 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 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 Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 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 - F11-7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF GulfCoast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels 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 COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 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 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE -6--0 (D a) ..0 U (U lL 0 O C .� U - 0 O 'L C C Q co 0 � U- 4- � .CIO Cn E a) � " 0 -� (B Q F- - .- Cn tL Q Z Z W J SHEET NO. PA 1.0 W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 12/122018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PeiW3of 8 12/12201E Florida DaPaMM of Business inass & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ga+ lmmte Florida DepaMsrd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.g., a, 12rm1e e�y� � V V � > L CD 0 .tea L O 0 CIO V^)` � � -1-0 ♦� /�'� vJ � � C V /R U \ V O O • L O Q c O O LL ICU O }e�a�A e'_ ��1 e V Q v♦ ' L /��rv7�� E A \ W t` to Cn _ t y C1�^1 _ I (n O t Endty 12Ai 211a Data Panel— ga(g L21 Ve�im Manufacturer Contact Enclrner&Llamas vaueree By YallgatW Submitted F13C Amroval Aaero-if Eta9(e Revision 201T Therms-Tru Corporatkm Rick OVA Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10n 52017 07/122017 10/182017 12/122017 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6655 Subcategory: Svhnging Exterior Door Assemblies rickw�nMidgconsuards. Compliance Method: E"IU SW Report from a com Florida Registered Architect or a Licensed Flpws Professional Engineer FLAM4614t2 Products Qlrallty A,,,,, Acorowd for Use AoorovedforUn J—act 2sataa Seel Produ�tMedN.Number ter Name Product Devcdotim sourest Exolretion Dab In HVHZ Outsda l/VFIZ Resistant i3attYR 1 a. Therm&Tru Fiber-Clmsk and Smooth -Star Nominal SW9;8 &quoU4 o-Imped" Opaque 12/3l/2020 No Yes No WA Composite Edge Fiberglass Slagle Door pnavktgiCast g: X cord oration) o- er- assic e o ar Nominal n- mpa Opaque as A QA Entity or 291 2MI Date Pending 211111 7JMa Version Manufacturer Contact Epalneer&Licensevalidated 13v validated Submitted FBC Aoonoval A9are..d Status Revision 2017 Therms-Tru Corporation Pock W60 Lyndon F. Schmid, P.E. Ryan J. King. P.E. 12/i MO17 12/13=17 12212017 02/13/2018 Approved Caagory: Exterior Doors (419) 296.1740 PE13409 (813) 767-6555 aubCstegory: Svenging Ederlor Door Assemblies rick.Bnvbldgconsuftrnf. Compliance Method: Evolueaon Report from a com Florida RegNNed Architect or a Licensed Florida Professional Engineer FLdag461413 Products Que1WA—nce Aoorowd for Use Am—dfor Use bncect Deal— s.es Pree..ct Model. Number or Name Product Da.cdetlen Cearxt Excretion Dab MLINR Ouhide HVHZ Refit Pn�sun 1 a. Therma-Tru Fiber-Clossk and SmootRStr Nominal 6&X39;8 &quotNon hhpact&qua; Opaque 12rJ12021 No Y.. No WA Composite Edge Fiberglass Single Door 0nrwmgroutrMng: X configuration) sw for ibis go powponcom 20 i�M Version II�O[ � Ydkfb V!� R1� I A� � RevWon 2D17 Therme-Tru Corporation Risk Wright Natiornl AoModkodW& Ryan J. Mrq, P.E. 1220*017 001124=7 12112=17 Approved Cobosw. Ederlor Doors (4/0) 2WI740 mwmgarrmd kwuhft (613) 757-0665 &aCdeoWf- swkrgkg E left DoorAssombpss CarNpillows Mealod: CarMNabrt Mark or LMlkg cern PLIMBE04U PlodL..% thas AMroved for t, taMLL Ile" AMA maw jQJmQ a j p t A. 6gUMCNatebCmt&Wot end agnotaenchmam by As and W Opsge end Glued "Mom pop WM 120312=1 No Yea No WA TMmw-Tru&*At and wNWA MMM, floPYg and Oubwkg Abe Enth, at go tab ldtJPNWIa 20 IYM d� Iball Add ) blowEIS MC AMm>W AM�d low Revision 2017 ThMwTm Cwporsdon Rick Wright NatlaW AocrNWW& Ryon J. King, P.E 1?f OW7 01121/21117 12r=IT Approved CaNgory: Exterior pope (410) 2WI740 Mmesgal kslbb (613) 767400 &OCM wr Swknplop Ex odor Door Asse Assemblies rtbloe�nebwpOpqultlnR Coa4Ma Werod. Cortlitcetlan Mark w LM" com aAgenaLugamL QMWKAFBKNU Aostroved for use Aomoftd for uses lead gWE a" `ate jlk 5 a. &gwt.Smodh4kmr&quot and &gnetBoridvrastr by as and d0 Opaque and Gk nd FNoryra Door wMr 12131=1 No Yso No WA Tkarma-Tnr&wm and vAtlwrx sidasha kMwkg and oubwNg qu Composite Edge Fesrglass Bitola Door ts9: ; X e anon) 6 f. Thermo-Tru Fiber -Classic and Smooth -Star Norl SSa09;011,qupNon-Impact&q ot; Opaque 12r ilml No Yea No WA Composits Edge FlbergNss Single Dopr gn sat : x ean6gure6on) 9 I. Thertno-Tru FEer-CNnlc and Smoalh-Star NominN 6&1f39:f1 111,quallon4mped6quot; Olastl 17J312020 No Yes No N/A Nominal Composite Edge Fibs rglass aklgie Door pnswmg/Outvwag; X cwaguralon) 9 I. The—Tru Few-CNsslc and Smooth Slur Nominal 6&N39;8 &quoIMnfImped&gtot; Glued 12/312021 No Yes No WA Composite Edge Fiberglass SIrgle Door nevi X c uretion 14 n. Thermo-Tru Fiber-Clessk and SmoaRSlr Nominal SW9;0 &qurNon-Impacteguot Glared 12/3lam No Yea No WA Composite Edge Flhorgless Slagle Dop Composite Edge FlbergMs Slnple Doa (InaWng/(xeswlrg; X configuration) navm siM : X surf uraeon) Florida Department of Business & Professional Regulation P.W 2 a 2 Florida Department of Business & Professional Regulation Pep I of I Florida Deporhrerk of B11dIMes & Rgfiessional Regulation Passion Florida Deparlinerd of BusWms & Professional Regulation Papa I a+ Building Codes and Standards I2ono2o Building Codes and Standards InWm+e Building Codes and Standards 11e4101e Building Codes and Standards +nvJole Product Approval Application Detail Product Approval Applleadon DOUR Product Approval Application Detail Product Approval Application DNaE FLA15332415 Products Quality Assurance Aoorowd for Use Awroved for Use Imgagt it" Product Model. marororName Productdsalptlon ContractF.x-MratlooData (Etl1Qjj OutsidsrrVNZ Resistant Proswrs 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 121512020 No Yes No WA 145.3/4&qumx80&quotNON-REINFORCED 2 SERIES 420 ALUMINUM EGO SERIES 420 ALUMINUM SGD OX. XO, XX 12/312020 No Yes No N/A 968tquetx80&qua;NON-REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/31/2020 No Yes No N/A 145.3/4&qua;x96&qua; i3tliaatit 22111 Boltz 20 AbleDMLENMM g* mm mmia ya(yity� yer(yp fFatm. EVI&MMYY Anoomtl EWa Revision 2017 Clopsy BlAdYg Products CamPerry, Mark WaeWbld Intrle-T owing Sanvloes NA Gary Pkltelbr 11292017 Od102017 12/06207T Approval Cslegory: Eaorkor Doors (513) r/04 2 Ina. (513)11"5" SukColegay: Sechenol EAMlor Door AaaenMEN navas9M6aM0aNWy.com compliance Wessel: CeraM1Otlon Mark or Liming Jim Enter.LL go 20 2MLbldm go Mae MEMM NWNOM ambmmw EWLAIRM1Ml hmmut a" Revision 2017 (xpay &dNltp Pro+Ncb Con9orry Markybnanbld Irdorlak Testing Services NA Gary PM~ 11292017 01111012017 12/062017 Approval Ceaegery: E hirbrDamte (am rrowli 2 Inc. (513) 519<555 aubCatesory. Sectional EtMrbr Dour Aseanbble mievessarseldedcapsy.com Coagance serest CwriMatlan Mark or Lletig 20M Entew par 20 am 2shilbeft 2da tiles ygoesse EatadadiIM gatmMf E E,L10s01! 3&ti06YM YAWAI0 EIS EilydWrsalal EQot&M AWM Revisits n 2017 POT kdcekM Oaten Roark AarnFDala aCCO-cER MWra-0ala BCCO-VAL 12202017 11282017 12/252017 Approval Cobgwr. EldrNr Doers (041) 486-0100 (7M 315.nW aurbCeeeOorY: SEdkg Exterior DoorAeeMrbba d oom Carpaesce MWmd: Devaloatlw Mark or LWkg 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2020 No Yes No WA XO, XX a 96&qux96&qua; AugmentedaLdae Aaeroved for LA, blowggem Aprcered,Our Lbe lateen aides gmdkAmmime AM,Id horLbot AMr,,d for thfe a MLL 2ldm 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 AL UMINUM SGD REINFORCED XXX 12/312020 143&quax96&q,a; No Yes No WA 1 ire 37 037 1016.00 PAN-2F151: 84A, 94, 73, 75, 15W. 190, 76. TOV, eater. 4RSF, IIRST, 6RSF, 2RST, 48, 42, K 4es, SteelPast (mkt. 259L) SlagNCor (up to W vide) 001f202e MBNDCODE6111174; W5 Gunge Door hl= gmmwL= sokbm P1� No Yw No •30 PSFfa2 Falls EMe 53 ftased mm 053 Vill- PAN-2F153: end, 04, 73. M 1500, 190, 4RST, 4RSF, NW. SW. 4e, 42, 88. 4M, 421111, 558, GOSS. emadi2molow .ice SteelPon (rnkr. 25 go.) Double -Car Wr tolV(r 05,21rem wide) N04DCOWW74; W5 Garepo DOW hot = gmwdL NO 12S RYYYd Yee No En e30 PSF PSFI-V AM! 10 Walk S(iD-5570 (Larya eeaole krlpW) ftledLeindon go V" SMM GNr Door 0414@021 Y(l!vNZ gaaWatllRli YM Bmkm Yr Yet EI NM 42B, WS, Grata, OOW GM GR511V, ARI S. ARSSV. GD6W, GR66, GRBV, ARM. ARSSV. ED6s, ED6SV ED6S. ED6SV Florida DepeNhnent of Business & Professional Regulation Bulking Codes and Standards P.g.1 a+ aao,a Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of3 nazo2o Florida DepartmeM of Business & Professional Regulation Building Codes and Standards Page+a I laws Florida DepaArrtent of Business & Professional Regulation Building Codes and Standards 11e00+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail m�tf7Jl7 Sid! EWfe or 20 20 RoLboam 20 mm Variation liar rd" EalbaKAYMOM mdddd.fffi YaiiddQ amoEId FMAM[WW A1at1J>nd EYaM FtaN7(��d Proaless Ergot or no go 2MLE MN gMR mm Vb In WIWsaggloo seam 1toaYMLLAtlaaaat YaWWd.bt Islam &00" ffirADWOW Aar am l Erift or 202 no 2M Eakdo 211E rim vow- malowssizz Zodod.lb. mmmmo AsiMWd MCAWMW AsaraMd awn Oualky Assurance Aoorowd for Use Awrowd for Use Impact R� Sea ral a Product Mo. Numb W a scr Name, pro" Dalodon Contract Em1r31on Ore In HVN2 Outside HVHZ Resistant P,-.. 2 185SH 52x72Fin/FlwgeFrameIG/SGSingle Hung IMS2023 No Yes No +60/-60 Revision 2017 CURRIES Division of AADG, Ina Casegary: E10srbr Doors Subcategory: Exlalor Door Corrponwne S I III tee M@MW: certification Mark W LNag Dedic Dew UL LLC Ted Berman, PE (641) 404-26M (3W W"707 dave.dalN@oeseebloY.m Inccompliance,Isabel: 11/302017 1012672017 120602017 Approved Lismiritted Glass Wvbbn 2017 Closely MMng Products Compny Colopory; Exterior Doors &daYpery: W Exhador Door Awamhfiw Sullor coliseum Mark or Us" Mork Westerfield ihtoMk Too" services NA Gary PFMhler (513�warn Inc. (51351 11r2M17 oanowl? 12105=17 Approval Revision 2017 Clever awme Products comprry subs.rgpy:8eabndEdMbrpopAeeerrblM CaaglYnoe Maeesd: Cereficetlorn Mork or users Mont VANWbld InNrbk Teteffig Servow NA Cary Pknohlar Ina. (519) 5101668 nweWrbwQdopsycan 11r2mllr 08MO2017 12005rJ017 Approved gmdkA aaM Aggrieved far uses AMMsdlall- kow RIMM gYWLAMLMOM Aga[sadJat4e Assuaged for ties IMMW gill® QNNLA1MMaM Assonarad for Use AwanaMd for kno— AMA InHVM oldsmewAa RUN" LMaMm bee G gMMLLEMYdbaRab Inmiliz 91MWLIM ariw lrissuM sae produce Disododm gookidzmbu@Lgo fasten gubmLum aumm 1�1MM 1 807, 707. 727. 747, snnd 847 Single and POWs of Donn pkM, Glared, and Louwrad aNpie red peke of 12/312025 11oMOw maid doors. Yea Yes Yee WA 86 006 V049 PAN-2Ft&7: 73, 75, 84A, 04. 42, 48. 420, 488, 4RST, SM. GD58. GROS, AR58. EDSS SMI Pn (min. 26 ga.) BNeaeCor (up to IFT vide) 06,21=8 VANDCODE86174; We Garpe Door No Yaa No -38 PSF PSF442 102 102 1011111,16 PAN-21`183: 73, 78, SW 94, 42. 40.420, 486, 4RST, SRST, GOSS. GRIIS, ARSS, EM Star Pon (min. 25 ga.) DoubbAor Wr to 167 0521202s wide) NBNDCOOEW74: We Gonote Door No Yr No a37 PSI PSF CD C Florida Department of Business & Professional Regulation Psg.2.r2 Florida Department of Business & Professional Regulation Papr I a I Florida Departmant of Business & Professional Regulation Palatial Florida Department of Business & Professional Regulation Page I a2 O Building Codes and Standards I2or2M Building Codes and Standards +mrmle Building Codes and Standards 141201a Building Codes and Standards /2w2020 Product Approval Application Detail Product Approval Applcadon Detail Product Approval Appkstlon Detall Product Approval Application Detail S � CWEY.4l. fit! dffi! Dan Pending gate 3ltM Yala14D MrlWacturr Si4ffii41 F-ndner & Dcanu vMlared er validated Submitted FBC Amroval Aoaowd stags ram lfoEtL.att 20 20 gdaEMdlSa ibis ]rime YfOim lllWdaaaMt 9ML9< inebm.ama mdod m ydd" AWIM d FOCAM MM AataWred EaIM tBdE EWaLg[ Q* gale g�Pla.9a g11e mm Ymba Nialliblisest goom Engineer iLfaM! lhWeblLEc IW§dm Blas ud MCAMM7al AMmmd ARdla FLA151514t7 Raduaa Araroyal for Ure ApWowtlfor use 9NatIWCASMsmGs ImaaGt 20519D Product Mode. Number or Nam. Product DascrlWon Contract Expiration Dal. in Ea � HVH1 out" HvHZ Resistant Rerwre Revision 2017 MI Wlndaws.W Doors Gregory: Windows Brent Sminger American Architecdlml Steven M. Urlch, PE (717)3653300 Manufactures As—whon (717)317.8454 0610412019 OW42019 06/072019 Approved Revision 2017 PGT kdU*I" Calegpy: YWldetrt Den Ruark MNmtpdo BCCO-CER MWWINft 90001-VAL (941)4"00 (786)3154M 17/202017 12/08r2017 12/2512017 Approval Review 2017 PGT lnduebM Cabp Den Ruark LlWr&Dode BOCO-CER MW44)adte BCCO-VAL (941) me -moo pee) 316-21i90 12202017 IZOM17 122512M7 Approved /HS 18 Fin and Flame 73x62 Insulated es No -551-55 Subcategory: Fixed bsieingerLOmewd.can ewbe beery: Fixed d�.com MWW,ldO+w s+ee.gpp: Single N+ag d be.Com FtRISM"12 Compliance Method: Certification Mark a Listing Roduets PLA2434tM Cwnpartee Yaagd: (tteriatkatlori Mark or Llaap Products R22264M Precious Caae9aaw Ilatllod: (teMitrWn Mark W LWYg bee Product Mode- Nurst ar or Name Quality Assurance Product Desodollon Contraet E oMrrlon Ors Aoorowd fw Use Aoorowd fed Use In HVHZ Outside HVHZ impact Resistant gill- Pressure bee EMANLERokmmmkwALIM Quotas Admirmw EMOOL20odVAMwilawat JazzliaL20 Asawroved ftrUse Asionivatfor Uss WAMe{ 21dw ku= alwoLum R19ehd pressure, bagt AMroved for Use Approved hlRaQ for Lbe AM" 1a1W 9M go" Pressuret 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No +60/-60 g PW.&620 (Large lMbae teslDadt) Vhyl Fixed Window OY90/2020 Yp YN Y" WA 7 8tta800 (uge Mloeb kmeed) VMyi single Hung Nlkdow 07130*020 Ya YN Yp WA U) Florida Depar6martt of Business & Professional Regulation Bulldlg Codes and Standards Potation laws Florida Department of Business & Professional Regulation Building Codes and Standards Pagel a2 12a2020 Florida Department of Business & Professional Regulation Building Codes and Standards Pala, a, 1arm,a Florida DepaAnxnt of Business & Professional Regulation Building Codes and Standards Pasta 1 a I /R2ote O Product Approval AppXcatbn Detall Product Approval Application Detail Product Approval Appikatbn Detail Product Approval Application DOWN l gm mmY>oba RevNlon 2017 rIWdMOuc TMrma-TN Corporation Category: Etorkr Dope Know or gaoYW Eaaloa LLLWMM Rick Wright Lyndon F. 8aanldt P.E. Ryan J. IOnp, P.E. (419)2WI740 PE-43409 (8/3)7671666 lint tiYg RLLtPMbI MIN" fltioEld Jul 1p1e2p17 10/1820/7 10ir17/2017 gateSelo Approved 1N12/2017 braese Approved Fr�Naaa3Jpa -- OxnA.Na Quality A y wurrra Resign Im Aooroved for UA se pproved for Use pact HVH mm Version Revision 2017 Beadlmles POT kduWM Category: vvNdoww FAYO(.at Abo019 EmiMw A 1.1— va1tlYM fo( Dean Ruck MWKOWte BCCO•CER laerrd-0ade BCCO-VAL (Sari) 4e6-0100 (/881315-2900 a*202WteMaM imliod Rom d 12/05lMt7 11/152017 tab FM Approved aaa and 11A9+I017 &am Approved got! mm momm iWINw 2017 omwimbMt JwrlM NastlN BUMYup Pr00up&Mo. Calpory: Panty sYa1e F,d.t.,ai 9gd19 goob ari Am vrdtead ore PYlphtenp Zhu Ronald i. ()gawa dMnBWhaM, P.E. 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PA 1.1 I I t 11 1 'I W sl 1 SI J 7777 to Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 013 12cM20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pp Pagel of I20=0 Florida Deparbirmi of Business & Professional Regulation Building Codes and Standards Product Approval A pp pplkatlon Detail Papa 1 Of I /0541018 Florida Depn417erd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ps f al IAW2015 V +� L- Q O N U U \�! O 0 O �L1 •O O LL = . — � �— � CU O • � V w � Cn (D L �A !E ccnu +� ICU ` / O Q sIggO 1r.� _ ilmbLa 20 gift Date Pendro 2& i YW9D Mmunacturer EtwlneerB Lkame Validated av Validated FBC Approve! Approved! $talus contact Revision 2017 GAF Mlchesl Stich Robert Nlemimm John W. KnezeAch, PE 12(112019 12/11/2019 12/7a2019 ding FBC Appn Category: Roofing (800) 766-3411 PE-59166 (954) 7724224 Subcategory: Ali Shingles mstiehilligaf.cam Compliance Method: Ewluatim Report from a Florida Registered Architect as Licensed Florida Professional Engineer Products Quality Assamce, Approved for Use Approved for Use Imams Desion aura $odTl Yode . Number a Name P plots OescHotlon Gontrad Exarallan Date Ip d fdj Oursi M XVMi Raissistant Pna— 1 GAF Asphaft Roof Shingles Fiberglass reinforced 3-tab. laminated, 5-tab and 1211W022 No Yes N/A N/A hiphidge asphalt shingles £49! Em0(3L 2" I20 Data Psndlm jypa Verson tii0ltli�lL sa9mYil Etasneer&LJemse Validated eu Validated lLlpmpr9 FBC Approval Aopmysd 3si�a Revision 2017 TAMKO Building Products, Inc. Keni Eden Zachary R. Priest Locke Bowden P.E. 10/192017 10)05M17 10202017 121122017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 thod:aynwnts kerrl_eden�tamko.cbm C.Milanc. Method: Florrp ime� real Arh'teect ore lustim Licensed Flonda Registered Professional Engineer Quality Assurance Approved fen Use Approved for Use Impact gyd94 Seat all" Mood. Number or Name Product Dasaludon Co bats Eao4dion Ogle ip j(jQJj Outs did HVXZ $soul Pressure Ba1Y1l�i gotl� ]� � r101a1�1aI (dram r Ygagayg,ffi 3radelW I�palp �`� Ammhad 1YIYt Revision 2017 L.V. Thompson, be. dbe Thompaan ArohYdVrai Torrycrahban Zachary R. Pried Lady Bowden 10i102017 10/102017 10/172017 12/12/2017 Approved Maeda Company (7AM00) (8/3) 246.3418 PE-74021 (334) 300.1000 Cessgery: aria Proofing Accessories omshatoohg.com Con*N pert ofPaR a tck Ev p S m Rep rt roan a a Report CoFLN1012441125 rida R os Irsfork Analysed RepteE sided MdYlsat a a Licensed FbrYs alaN[AWmou AaamsmibLlr! �mLllat !� 2Wm amid Product D wArra 2mbmElmlodm.gfea Inman Outside liubrr realm 1 TAMCO FYI Tap ClMdee Vat whin Basis for Tle 26 g& Miles root vwdmawfh beat 0&902028 Yes Y" WA WA BGiml�i ka �'� ma vieska Endwom Yt1aWW.OIt YYtlrW OIamYW ffieAmMN Amy iwm RWAWM 2017 LV. Thompson, Inc. dba Thompson Ar"KWral Tony Chrlsnen Zachary R. Prbs Locke Bowdon 10/102017 101102017 10/1712017 12/122017 Approved Me*b Company (TAMKO) (813) 2463458 PE-74021 (334) 300-IOW CabBory: Roofing �.00m RaoAIlp AameesOrleatlW man Cow*N „«Ion RoEMp anon R CoryraenosfMlykided or a Reporttan• ArNtW a a Lksnhead FbrYa Professional E ger 91rlrAudmau A .tim ammvjdhLum ill= 2Wm LotProAMOondmilon Saar in PRIM 2remimmi Bak" F% mm 2 TAMKO Goodenad Vent 29 ga. ODOah2028 No Yes WA -040.5 6 No. 15 UL Asphalt saturated organic left 1 01 Yes Yes N/A ��//�� .� v! Q Florida Department of Business & Professional Regulation Page 1 or I Florida DepaMwit of Business & Protastlonal Regulation Page I of I Florida Department of Business & PrWssawnsi Regulation papa / a 1 Fbrlda Department of Business & Professorial Regulation P.pe 1 of I Building Codes and Standards 117/2019 Building Codes and Standards Ialale Building Codes and Standards Ia2ass Building Codes and Standards /8201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ode E ill 21L4 IZf!! Date psndr l Dal- FL&t62t842 ma gm Ymra daamiuea[ saw W 221M EoduaKArmu YYdram 20 era Ylird aalnar ll 1Ltl.Pdalm MCA,*&,W 21k Aoaalmd Ali" ddi ma Ymlm gamboug ErbL9[ 2260W EaerutA LA. a knodg ffi 21a gut Dift Pondbl, bid" sou" PRO Asomrr era Asa®ud area Est vet men goolum[ ErbLot 228= Eorur3.LlMam 9dwobt DL RO Lk Yadrd AWE" Deb Puvm lie FICAmmml Aoomud area ]also Version Revision 2017 fillarturtacturser Lamnnw, Inc Category: Roofing Contact EMned&Llcarae ValidatedBy Andrew Caner James L. Buckner, P.E. Steven M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 Validated Subrithi 04/092018 12/182017 FBCApproval Approved 04/152018 06/122018 alma Approved Wv4bn 2017 LV. 7horrpm, bat dis Thomism Architectural Tom Chrbbmn Zachary R. Pried Locke Bowdon 1 W10wiT 1011102017 101172017 12MZ21117 Approved Reshim 2D17 L.V. Thompson, hr. des Thompson Andhlsedural Tory Christman Zediary R. Pried Inds Bowdon 70n02017 10/102017 10/172017 12/122017 Approved RWbsen 2017 Florida Mr4el Produces ins Clerk Jones James L Bunter, P.Le Miclad John R alai 1012swi? 101052017 10272017 12/122017 Approved Subcategory: Roofing Accessories that are m ac.r ertilomenco,com MMMa Compony (TAMCO) (913) 246-34M PE-74021 (334) 3WISDO VA" Comp rry (TAMOO) (813) 248.t488 PE-74021 (334) 300-IWD ca seal Roofng (904) 7834100 COWK Enpkysdg P.E. Integral Part of the Roofing System Caton. Rodbg cam Colossi RoaM1q trMnyago wb*b tigtxm 8abcelyay: Roofs ig Aooesedw that era an derk®Senicocomih PE,31242 (361)1147667 Compliance Method: Evaluation Repel from a BWCMeBay: Roclbg AooessaMs Sat w es sutOMe0a7: Raoap Accessories thM are, pp XaepY pertfitly Roofiig System Floods Registered Architect or a Licensed Florida kesprd Part ofay Roofing symMm kaegrd Partsty lill System cpalPaOiee Miami EvakmOm Report tom a Professional Engineer Compaence Method: Evaluation Report from a 1, IN I Is - , : EabaOon Repattotr s Florida Reassessed Ardrbd a a Limped FbdOe Polde Regis a t d Ardill or a Uc~ Fiorlde Florlds Registered Anointed or a Licensed Florida ProbeabnN Engineer twizaAALMQAWL Professional En~ ProMeebn l Engineer dWla Assurance Approved for Use Anxxav"1pr Ues ](gpgPJ 2.fHrD Seal Product Model. NuMar or Name Product DescHdion Contract Exdratim Date In 1109 Outside XVXZ Resistant Preswro Loa 3 TAMKO MUcli s Rod Vent whin Bleb 9ooLAmimna goomdAmwmdmaw 26 ga. sb tic rodv4nasxwith tbgmbd beat 0QN)Q Z8 AnorwAd far Use Am[ala0amam 1. mvmz ambmLt= Yes Yes IMRO Bohm WA gout Paamm WA a1&a 4 TAMKO Round Tap Os:U47s Vent wth fMft for Tes 2m1iAeloora CM6mL20WON 26 go. dodo rod ven thilos von bets 0ggW2029 Ads, madfor the Amoryndfortda Ifs HYM 2UNNAmM Yes yes law )loll Bohm E WA WA Awl 3 S - F AMOO loud RV 10 RMpe Vem6qup0 EMONagoodift 22omNLRub6nom Alum*Rage Veda fw pttlatl mob bMWW 12/J12020 from 0.025' AN refurn Adaraved for did Allocated insult 2MMidLiM NO for thas Bald Alwom Yes NO 21Mm ft� WA i Deck-AN1e DA-4 Low Proffe, Polypropylene Plastic, Rod Vent 07/102021 Mechanically Altached to Plywood Deck No Yes No .97.5✓-97.5 Florida Department of Business & Professional Regulation Building Codes and Standards Page I of +2012020 Florida Department of Business & Professional Regulation Building Codes and Standards Page i of i2012D20 Florida Department of Business & Professional Regulation Building Codes and Standards Page I of I 120/2020 Florida Department of Business & Professional Regulation Building Codes and Standards paigi IAv2We Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appi kadgl Dphll MW RevlsTn �gga Version 2017 tit0ldiffiptlt Baal Roofing Category: Roofing SubCs.ill Rooting Tiles Compcmca uidhnE Ewluallon Repel home Product Eveluatim Entity Erbil w Contactengines 8ucenes Validated By Anderson Robin IAPMO Uniform Evaluation Gary W Walker (801) 380.8091 Services LLC. (205) 854-0160 RobinAndersonation co m 291 21t ygII91L49Submitted 10/182017 10A62017 Dab Pxram FBC Approval Wit Approved 10/212017 ai>ga Approved 29A Tag. Verson ReAilon 2017 Manufacturer Global Protection Products, LLC. Category: Shutters Subcategory:�gppent.com nteStorm Pamela i e Report from a Compliance Method: Architect Florida Registered Arahltect ore Licensed FlonOe Prdesslonel Engineer EO{WC3L Contact Endrheer&LJemes Validated av Tim Robinson Walter A. Tillit Jr., P.E. John W. Krecr—h. PE (854) 699-75/5 PE-H767 (954) 772-8224 Ilm.robinson 2" Pont pate Pending yep4msq Submitted FBC Approval 09A62017 08/31/2017 09/112017 20 Approved 12M V2017 tsm Approved Q291 1kM 1Levori Revision 2017 Manufacturer All American Shutters and Glass Category; Shutters Subcategory: Sam Panels Evaluation Report from ri t eed Architect Florida Registered Florida Regl Engi Arohl[actaaLicensed Florida Professional Engineer E0410L3L Contest Endnar&Cleanse Validated By Mike Barbiarl Frank L. Bernardo, P.E Troy Bishop. P.E. (567) 712-9862 PE-00{8548 (954) 917-0880 mikeb@.i—i-nshutte ro.cem 12ffit 2" Validated aultaplttel 70tlami8 10/1820I8 Date Pending 2df FBC Approval Agcaro]9g 10232018 12/112018 311Ba A.pprwed 8nt1111�1 ma mummmmiduluxsoom Revelon 2017 IIW alleging compossaires Group boa. Subca o&:Truss Cargorrer8a eubCefe0p9t: Tow Plalsa Coppadice Masud Evaluation Report from a Product EvWUWN Enaly Brow or EombELLLIMM mlldlud& SWam lewia ICC Evaluation Service, LLC Wahm M. Rar1Y1, PE {847)9188475 (4a>)681-1017 atswse@apkytw.oan io 20 Yam alb Op19fi017 Oag72017 21kftoMa ilia FM Assailed A,,,,d Oa2/2017 Approved — FlAinlaill Products FL#L79110-R2 Products "SBMWPnidmk Product Model Number a Name Oracty A.wance Product Description Conchae Exdntlan Des AmrIn HVHZ Use Aoaowd 1¢lBR1L Oaelda for Use XVhli lrutieel$ i gpg�( geym Pr.wra amid 1 Product Yodel. Nrarber sir Name 20 Gage GaNanized Steel Slam Panels/HVHZ 9talgY AaM23� Product Dsserlptlan Cprttract Exdratbn Date Corrugated G.Nanlzed Steel Storm Panels retained 12f312020 Maovetl fen Un Aoaovad fa Use In HVHZ Outside HVHZ Yes Yes i 1 Resistant Yes WA �.8 1 $eduus Model. Numbw a Nuns 24ge Ga"nized Steel Stamm Panels Ohwlity Assaant! Prodtrel Dascrlotlm Contract Expiration Dee 24ge GaNanized Steel Storm Panels 1213112020 Approved for Use Approved In HVHZ QS68tdl.tt Yes for Use ItOQtGi H9iMfM Yes Yes � PQ68S� N/A ilma 1 nW BCO/Apbne F�Iyr SYMgN *1 & S) Mons Conydor Ptete 12/372022 Aa�� A r ltimz Oehi yes � ill unarm Yes WA 2Wm Pwmm WA 16 my a e - le o, o es 17 Saxony 900 - Country State, Hertford Slate, Shake, Slate, Flat Pottle - Stockton, CA 12/312020 No Yes N/A WA Split Old Endish Thatch or notby backs to prWde hurricaneofectim. 18 Saxony 900 - Country Slate. Shake 8amp; Slate Fl.t Profile - Henderson. 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