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2825 Lytton Hall Dr
_ l �/I ❑ � _ 4�- _ - -.--� - _ --�- � T T -�� -�_-r —r= -� _' �L L � — - — --- -~�- F17 a EI 7 EIFILI 1:1 E D FE71 M EI FE7:1 M 11-71171 Ll EEIFE[71F71IE7:171::1 Ell INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Altemate BC Base Cabinet BF B•Ifold 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 r /J Circle CJ or Ci Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMP 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 Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/Feet FTG or Ftg. Footing FXD GL Fixed Glass GALVor 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) HH or Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.KlWall Knee Sp KS or 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 Mir. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MIN or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain FED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or 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 Rel Required RM or Rm. Room RND or Rnd. Round-� RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or Side Lights SPECS S.L.L. SPECS. Side Lights SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) or SO or Sqq . Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken 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 WDW 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 w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 174 12-8-15 2.0 ADDED VAULT. CLG. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EV ESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB .SG 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 p g 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. 17r�►', ,7t 4' 4,J h0 r r 1 941 cvv' i EJ Vffi i Ull/,o/Y�,/ LL O✓ 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 H a cl E Co O ro pip 88 NN# t.i C C u r- N 3 2 U. LL a M M a y W LL LL a a Z O Z me r ��- v O L y 0 CO m o CO J _J p LLW��pjO' ° Itpr_n Or N Q U _J W Z N � z z J r, E3 o 4-1 w O ,, s IN N ry y = ") U � J 8 I I ¢CS�Q O w z =o a U_ Q0 w� >s z® ❑a CU � 0 U0 Z - O @ a .p °dz K wz N Qr L o Q 0 m ru _ O o� ZF Z v <w N > ca > �� p¢ 8 LL Z U N� W yi -� =3 CD '0 a 1L cD zl< >� @ W m > T 0 m — CID 2 T O N V, T T l r N N oo 0 T Z N r- o Z f0 z E E O to m a E U � Q p JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. C S 65'-0" S3 8'-6" I I 5-SH CTP ---- R&S ---- BUILDER TO i----------- T o� 0 6" DP. ( N K PROVIDE I I LINEN W.H. APPLIANCE I I I TYP @ p PROTECTION I I I S4 GARAGE - 2'-6" WHEN REQUIRED I I 1 OPENING _ I O BAT W . 1, C , PER FBC I I I ■ OWNER SUITETB - �? 8'-0" CLG. CLG r 8'-0 CLG. 7:1 I I I CARPET -- - TILE °'_ CARPET 00 2 CAR GARAGE I I I �,1 icy _� 8'-0" CLG. I I J 17'-8" - -1 - - _J-3 -0 7'-8" 20'-Oa A M w gz{ 7 -3' I10 2668 I O I I 2868 - '- -',- - HANSON I p I I L BOX @ 36" EDGE OF SLAB 2" I I o I I o q A.F.F. BEYOND WALL a I O = I I b) 60 •-36" -' - DRYER VENT K wSHOWER C THRU ROO S3 I >---- O 00 D S3 (3) 2x4 #2 SPF w/ SS - ?- &S r -Ix`"DTT2Z @ BASE D - - - I Il11 I I CD I I TIP 11 1 1 I I I I I I TYP @ 1 STORY 5-118„ I -_ s 4'-0" A o 1 t I-X P I NOTE: FINISHED I I S3 �A V N. CAI WALLS TO BE I i AHU I FLUSH. VERIFY IN I I --8`--U' UL i. I I FIELD. I I _7 0-- ILE - - - - - - - - - - 1 ^ � T r I - K CC D 1 00 (3) 2x4 #2 SPF w/ S3 S3 T 6 $8 81 @ DTT2Z 1 BASE I q = In I I R.A.G. --- - - b FAMILY RM O ^ 2:12 VAULTED CLG. _ j 9'-4" CLG. -- CARPET �' OY R I r- �I -I 3068 I o 9'-4''CL ENTRY Ih CO f .11 i-- 23'-8" T-10" 7'-8" 10'-108 In 5' 6„ 8'-0" CLG. I I _HDR AT 7'-4'_ LU------- i\-------R&S--_--- i\ 2668 <b°° 2668 - '-� - - - - - R&S ---- 4'-0" 11'-7g' 6-10" i4 4'-7" 8'-8" 54„ " 14,-6„ 5,�„ i� I i� 7'-6"04 _ in 5068 B.F. 4068 B.F. rM REF. I ,� o - - - I o Z C° _ IMFI ' - -- �- BEDROOM 2 M to �� �o o-_-_--------- t-c-- T J o � w '� PATIO CAFE-----�____________] _ w CARPET BEDROOM 3 - �P BEDROOM 4 N = VAULT. CLG. , N d I D.W. I °� I 8'-0" CLG. A f l �I 8-0 CLG. Lh� A _in o 0o u0i CARPET r Q aL _ 24 _ e ' -- _ b°° CARPET I $- CLG. r CARPET MW O O ISP I I r 10-4 1 ILE In C oo , cv > U SINK w/ i 21'-2' 2'4' 2, " 10'-4" 2' 4' 5 -3� ,- 11'-0„ VAULT. - L - - - cut)�� -T. CI_G,-'--- li lob `fP---; I cw i Ih AV -TILE _ ro�`'� oo I � o� 00 -; - I TB --- TYP @1 ■ ' CV PANTRY 81�o FLAT Cr I STORY I A L . n_ s_M II FIBERGLASS E]PADSURROUND 5-SH S3 16" DEEP H.B. EGRESS EGRESS O S3 O 29' 15-10" 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38j 184X37j S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38 26x37 S.H. 1H4 271 X 50 j 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 4 X 621/2 S.H. 26 37 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 i 524 X 37 j S.H. 34 54 X 50 j 52 } X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 } X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: Is From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSUREJ +34.0 / -44.8 WALL LEGEND 1111111117=MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL I BEARING WALL - INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) I 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA 1936 1936 416 20 2372 I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-13 KRAFT FACED CONDITIONED CEILING I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Jq 1=11-OII GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED y;,�titiSilfll9R��e��' �t�r �c3R0rA' /41 -\-�S, JF 4� .t \�• C9 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 - Resldential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ep /W \_ c00 O N � # O 10 N V N J r 4 *co u ''5 N yl u) T J* W tnn�-0 IL - a a �Mm w vi LU a W Z J LL K o Y°c, XmO re C 1 m m in�4'� a Z LLW J ao N o d O y M Z 0 „ W N U J O U ❑❑❑ CD z � Q a N N - z -am U Qj o 4-) � � U - g owg N c N LU J CIO I Q �Ziwza?oOa�fO> i a ® OO 01 Zz¢aNzL O mpS OZo�arzzZd UM o ZW �k >O O cD v w o� za a °� o3 ACM = > L �, N > 0 I T � Z T Q m CO �--- M0 'Cr: N T T T 1-" C O ai E r N r o z z 3 E N m f0 a E U J Q c J JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 1 I I _ I I 1111 11 I 1111 '1TII '91 711!if I 'I I " __ - —__ I I 1 q 1'11IRlr'f KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN vj 0 Cl) 0 <V OPT. REF. 0 c' OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. CURTAIN HEAD VARIES ROD ; U 24" TOWEL BAR TOWEL BAR IN W ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR ON BATHROOM WALL MEDICINE -1 I — VALVES E) O CABINET TOILET PAPER - SOAP o DISH (� HOLDER �t o LO �r pZ pZ ICE o i O CV > p M M Lj co � t N U FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS J a w a 0= O 0 J 00 O U in M SINGLE ROD CLOSETS / LAUNDRY KITCHEN O 50 0 00 O�N MIRROR �j co OWNER'S BATH BATH 2 0 n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS- 0 COUNTER TOP 30" H BASE 00 h Co a %C° O 2x L 00 FRAMING 1 /2" GYP -1 BOARD — T FIN. FLR. SHELVING CABINETS - 1'-2" TIN O O O CIO -1 CV ' CV ISLAND COUNTER FIN. FLR. SCALE: 1 /2"=1'-0" III CABINET BLOCKING BLOCKING AND MOUNTING DETAILS' SCALE: 1 /2"= V-0" 1 5\�^'. �aF FL Q. n�riinto� � 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. IN IN CDo& Epo m pnppp O U N N it _ V Loa <O J C 1: 00 LL ui Cn�O� W 0404 N a W Co L ii ° a z J p 05 Z O t S m O W 02 Z a Z z NILU 00 ❑❑❑ W U � z z r Q (Z � n v z 0� 0 LL V) v UJ W 0 O W ff^^ �M Ly N LU c U) Q Q soy M co M w Z J z. 0 E L) N Vo i DO ZQ M X U 0o �� Z O CV � a� qZ <z Wz �� C y ws mo = oz >z z J < ° Z M 3 S� O W a 0 �w � O ;a ar ,.,zr zla o 3 S2M >� � L 4i, > T _ N T \/� C Y 0 O 00 ... T p N :�, N d- T ui N O T m T N r p Z Z E O v; f0 c cc a E U _j Q p JOB NO : 20-8067 SCALE : AS NOTED SHEET NO. 2 t 1 1 1 1 1 1 1. 1 '11 _1 '_. tII ,1 I I'.lira I III '1'.l LL'_I 1 '..I' 11 11 0 ao 12 5� HEEL 12 �5 F4 T.O.M. — HDRHGT. ---- ----- �T . ,-- — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F.FL. —-------1-------------------- 12 7�5 TAB SHINGLES. ROOF ji F30 1� INSTALLED AS PER MANUF. -��-� SPECIFICATIONS 1' 0" - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -I/---- FEI 171 El 17111:177 EJ I fl[� FE: F171 FE71 7E] E 10 1: 1 L I 11-711 E [71 El EEI 14'-0" RIDGE VENT FRONT ELEVATION — Al SCALE: 1 /4"=1'-0" 12 �5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - - - - - - - HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6" FASCIA (TYP) 2'-0" TEXTURED _ CEMENTICIOUS o? FINISH ON C.M.U. ca (TYP.) --- F.FL. LEFT ELEVATION — Al SCALE: 1 /4"=V-0" M 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 shalt be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 0I/V vo ;� *U v SSIO Od0llJI1111'too \ 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 jlw o EE pop N tV - 0 N N aC� 00 W ji!'fr- N J - W r" '. ! Q cl) W ' N a w ( J U_ 11 d Qy o� z o Z 0of I— o on Y W m o��� ¢ 4 Z LL a 00N COZ zL0 J Ci0 6 000 `. '`^ W � Q J � V J c� Z 'n ) lL ru Q W l0 V � OLU p� 8 to t/'1 c � h0? w f0 $ z Q Y W M VJ ZzZ ce fl. E o E zo s� >o Q� Z® oa V O U Z o M N t a!Z °d0 ao a Z ¢W r0 �_ c x m� O zZ Z J < e Z Vl a`� � 8� Z go W a _ � NW a O 5 ix 03 °M = L � m M 0 �1 � T 0 CL m T NO N r— ON! O 00 T c r 04 r- o Z (a Z E O iA N c c O E 0 J y Q 0 J JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 3.1 0 co TnM —— I'-0" - c a 12 5� 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6_0 3'-10' ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) ------------------ REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 15'-0" RIDGE VENT 5� � 12 3 TAB SHINGLES. ROOF T 5 INSTALLED AS PER MANUF. SPECIFICATIONS N. T.O.M.- T— — — — — — - -- — —--------- HDR HGT. ------------------------------------------------------------- --------------- — —-------- ------------ -- ---------------------- 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP. ) RIGHT ELEVATION - Al SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. W IV ZE UA W •' F L O � %.OFESS►W4 '�'rrrrr t n i►i�'������� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a (0E co C)8 8 w CO o m V 0 4 nyS � no 0 w 07 r LL a vi Q y04� W a Lu cc LL LL s O Z (0 c O 6' H t o X m O W � Q as _�pjQi W N O 4' O to N M Z 3 OU ZLL �U F M W M � V Z N (7 Z z C— V) N z O V W � � 0 W 8 LU i ,,; =. r- E — 8 U 'o Q Y • O W o J LL Q F � io �g >o Z® Q E O Im d wi X O U oa V U Z _ O Nro a < �o O o L Q 0 �w W m ry C C a U N oo Z Z Z � O Q W � 8 LL o U a ow W T > U -3 < � c �Z r C o Jz w� x 0 >O a Mill co za 00 � W > T C U ^, m coW T rl%- r70 0 C:) O) .= J N r LC) T T— ,— o iy E f0 r 3 N T y z Z C E 0 Ch d w C n U J Q 0 J JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. - 3.2 VARIES 1'-1011 12' CAP CAP r 2" 2„ *NOTE: _..---- N 1" 1" RADIUS C0 N FOAM TO BE USED ONLY WHEN 1/2" RADIUS �� REQUIRED BY ^ _ 31/2" RADIUS rIN COMMUNITY 3/4" RADIUS a 1' 4' ` M17 iv 00 SPECS. IF NOT, N Nlla a CO DETAIL TO BE 1" 2" OPENING VARIES 2" �2".� 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" cv 1" 4" VARIES - 1 _0" EDGE OF `IA rIN 1OPENING - VARIES 1 '_4" o 22« VARIES 1,4„ M 12 VARIES N6 6 SIN 1 n 1,-On 1 n 1 1/2" RADIUS T- 41 2„ 4" 4" 2 2 1/2" RADIUS 3a a 1. in N v - Ell c N (0 VARIES 12 32" 11" 32 N io �ra 3„ ,,, ,,, 1" 1" 1„ BASE BASE 4 z z 3„ a., 4 1, 8« 3„ a / • 110„ 4„ N N rN *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2L' �N 1" 1'-41, r DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2a' OPENING 6 • , To the best of the Engineers knowledge, information and belief, o -1/ "THICK 1-1/2" THICK g g . the structural plans and specifications contained within these N _ drawings comply with the 2017 Florida Building Code - � 1 �" r Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 101, 6" Engineer's signature and seal. 1i - (V 2a f .4 8 N c w O J N N�� pNp W N �— i? O C i 2� �LL " yMM w"� rr; io _ _ a o U ii z a. W C -r d W W O N rtYj —. — 3 Z O o r1°o �00 0 1„ 2„ 4« 3„ 2„ 6„ 2« N w W SIN W 0 � �' �' < p ° 00 f V � M IL Z ao N o IY O y O 2 > > N LO M <( V O J Z �" OO❑ W 21 1-1/2" THICK 32, � z N a o' z 2 �" 1'-10"v — v ` 2 2E3 51 f f N h 54 1, 4„ 3„ CD 4-1 C1 _ C9 c: 0 co IN o i� U o m n 11n VARIES VARIES O 00 4" 1„ O N !D y _0' V1 � - i 1 U c W 22' L. ,,�q I N ~ - E c 8 C ! U o � 0 VARIES VARIES c U) t ®Q 8 4� 3 4„ 8„ 0 3z QR' �, �< z t M KEYSTONE F11 - 6" 4" KEYSTONE F11 0 00 n r--------- _ Cla w z " L# jiv i iv 'P, OPTIONAL OPTIONAL E v o o R�cn fw 0 xa 00 o L3'O E o aN o waz 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 3" zg? i 8 m o 0 2" 'IN a N Y Z z NOTE: U) 51 y 1 w = M • INSTALL OVER STONE, TYP. 3 <w go No • FIN. TO HAVE TRADITIONALZW og Cl-a LOOK & SMOOTH FINISH W � a o r i VARIES • • • • FOAM/ EPS MATERIAL IS 8 ACCEPTED oo w< >o O c0 Iw a Z�Y i ¢ �U v NOTE: c • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o SMOOTH FINISH 14" 1'-64" 14, 12« 2'-1' N (� y 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12' 53' 3'-8" I7' N n' (�0a 4" T-0" 4" I I w/ � j 1 „ 10„ 1,�„ 10„ > (V � sT v oo - N �' r '` ' O N LZ N Y L 0 N M c O d- o 'Qsa 1'— O CV O iv to N Ln 0 0 T 00 O E � � N T ° cc O M M • Z E O N C �Tty Il U _j Q p JOB NO: 20-8067 1„ 2 SCALE : AS NOTED N SHEET NO. GENERAL NOTES: (n • 1.5 LBS DENSITY STYROFOAM m POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH v 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 #14 copper to lights 8 outlet 200 s t #12 copper to 20 amp ckts AMP #10-2 copper to WH #10-3 copper to Dryer MAIN O2/0 or 4I0 SER Alu 200 amp 150 amp ===r Disconnect POWER CO. FEED 4 Bare Cu Ground INTERSYSTEM BONDING 14 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 FTF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS -� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN'_ 'O EXHAUST FAN/LIGHT COMBINATION 3 db G t j & ELECTRIC DOOR OPERATOR (OPTIONAL) qp ci' DEDICATED RECEPTACLE CH CHIMES (OPTIONAL) WP H.B. FOR MICROWAVE RANGE P� PUSH BUTTON SWITCH (OPTIONAL) GFI DISC. HOOD PER SPECS PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 0 THERMOSTAT tvJ ELECTRIC METER JET1 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH 01 "t nco ELECTRICAL PLAN — ELEV—Al SCALE: %4"=V-0" 0 CV 0 CV CN 0 To the best of the Engineers knowledge, inforrnaton and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N 8LL Go N tp Grp N ik LQ O i , 0 13 81 gj M M cU_ii W a a. Cr �$ Z o z L O it 0 0 W S :R C ( �2pjO1 M M m o ¢a z LL Co 6 04 N Z M O N Z N Q °" U J ❑OD W Z N M O Z N z � � � Q V) N M z IV o t` +C31 --+ fa v, w A f0 O^ N w N ~ fa �- N E LL 8 _® tffil 4 � M o3 Z a � Q o E =® U c w r Z co 6 F— C o �O x ci ��oW a°= UO o U wZ o Paz .�. ` M C y U N mp Z OZ Z J m Q W Z � 2 > C' 3 0 LL ZZ gOU a w W v 3 w <p �K o Jz wa >$ V is a �3 to L M > 0 r- > T 0 C) V nCO3 r ° 0 T T N O T ci m c_ T N iii o Z Z E O N m M FL E U J Qj Q c J JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 4 s ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off - Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of o ventilation f vented INof of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation. soffit by upper Ventilation Ventilation needed required I needed I ventilators Main I 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) I * NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ...,6;,,ttultrrprgl�� � o w�, %, •. IV- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N � FW- a E o ti ' 8 �N 6i �cc, U. A y 5 in T Ch � '� w M r e u- - G. W N a W 13 mu_ti: a Via` Z$ 2 O —(� Z -m(1 wm0 W L _ _J = Wr- m �Cc W 'j LL 00 Z Joa W N O -X 0 to N Z 0 Z 1— � ° 0 ADO W a U ; : Z N z � z a N /� (n U' O +) � A V 0 w s N �tJ1 c in atf U - Ey \J L Q � • N O� C:,W Cl)p � Z Z¢ f af E C CL 0 �� _® o a cc X 1. _ x� V 0o C,a� Odd O I_ N W Z o ao W Z ¢ � Cx - z U h mE o Ott Z Z Q � J m i� Q W i y a) 0 osd O a W w C w w >$ o tD '� is a OUP M � m CD _ Q C v m T 04 � J N _ U NLO 04 04 O T• ci r N r Z cEa Z E O C = a U Q cc JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 5 c c a 5'- 6,_4$„ 6'-0" TYP @ 1 STORY U.N.O. A S3 6'-0" 5-28' 7'-1$" H.B. 60 BUILDER TO (2) #5 REBAR 4'_0" 12'-1" ; W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL 0 PROTECTION 0'-01, I WHEN REQUIRED ■ I :: I : PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. ^ o iv N I SLAB FOR HERNANDO M (: K N 'J J COUNTY ONLY S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2-7a 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2' :. ■ I —CJ BEYOND WALL —CJ o io - - - - - - c? 5-3" 1'-10" 3'-6" cat r iri O I I: o a, �Ta (2) #5 REBAR VERTICALS w/ in I _ • ; I PT. OPT. D -3� I co FILLED CELL 2'-6' x2-6'X1'-0" FTG G :: o ; : SLOPE? _ _ _ W/ (3) #5 E.W. S3 ._ �._ _.� �T 3, 5„L. t ( I • • 'r 2'-6" x 2'-6" x 1'-0" (2) #5 REBAR N AHIJ ( VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A CC / K I S3 S3 ici FILLED CELL - � _ CJ I . - O 25'-10128" / % / 9'-5t $" — — — — — — — — 4'-4„ `r 2'-6'W'-6"X1'-0" FTG W/ (3) #5 E.W. I 4„co I L o (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI i / / PROVIDE %2' x 9" "' /� RECESS FOR FRT. DOOR CONC. GROUT FROM FT. TO BEAM / / SLOPE I S3 VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / %/ HVAC CHASE TOP OF PAVER T BE 4" 4'-0" I 4' 4" 4'-6" FILLED CELL TYP ALL PLACES SHOWN / / @ BASED ON � 0'-0" BELOW FIN. FLR. / IN. FL ■ ........ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / LOCATION ........ ..... ' :: ::::: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : :: : . : ::: : . STEEL"— 4'-0" / / 16-10" 10'-104 " CO `r STEPS AS PROVIDE 1 Y" RECESS REQUIRED PER FIELD / FOR SGD. REFER TO / / KITCHEN ISLAND MASON'S SLOPE FOR / / LOW WALLS • ' • • • • • OPT. : iCj: I CONDITIONS WIDTH / / i/ CJ r -------� CJ REF. :: -ICJ CJ-ajij ■ ■ / / / -_-----_--_-_- i /�- - - ° TYP@ 1 L / CHASE TO IS D� :: D.W. I } I STORY U.N.O. LL _ � J— :: I j °? LO / i / SINK / DISP 01-01, 77 9 4 ----------+---- --- —+--------------------i-- — --- ---------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ H.B� 3'-0" 5'4" 1 ,-�,, 3 TYP @ 1 STORY U.N.O. A S3 5-0" 5'-10" S-1 2'-10.N.'" 1 5'-11 FOUNDATION PLAN MONO — ELEV—Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 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 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• .,� .r #5 CONTINUOUS ,�: ' ; :: •' '�_ REINF. SEE FND. FOR QU #5 ANTITY X 25" X 25" CORNER '�',,•'�',; '�',� '; :' BAR ONE FOR EA. ' • ' �' - HORIZ. REBAR, TYP. • U.N.O. **Al The ternate: ' reinf. bars shall be con t. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" OW/v N '•. \f ��;..���fGfi�•SSI.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. W W o 0 EOO co (gi �p CJ � co, v y c n N 9) �LLJ2 LL 0) NMM W cn a a W L a 130 J ut g - W Z m c t m o H M O 0 j- '-' m m N W U) T - oo c- Z M Z -X) LL N < U I J 3 W U ❑❑❑ U Z N M o � z N z o � Q J (Z � to z � � o LU U 0 w s U w � E t 3 =11 Q 0 N A o w M z Z O Z � LJL zo oo >o Zo <� a � O wj z� ❑a ti R 00 U Cc)z Z �, � wZ F N _ C A,¢ U ° oz Z Z J Q z co 5 a� p 02 LL Z a ° T w U W U Fr s att yz =3 00 Cfl N�o a o 3 �M 0 = � r C O U m co T O 04 O� J 04 LID r N o E Z (V r' E o � Z E O N cc FT E 'a N 0 � Q o C C -j JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 6 TYP TO 2A A S3 (2) A A CJ In M 11 CJ1 U U CJ3 a! CJ5 I I XEJ7 A EJ7 S3 EJ7 I EJ7 I EJ7 7 I D1 EJ7 (2 X to KC CJ5 I I EJ7 (2) I I Q a a a Q tt 1 t j 1 t -- a a 0 P II I II I I I EJ7 EJ7 EJ7 I EPA I I I I 0 Q M EPA II I I I EJ7A I' I I I EPA a I' I I EJ7A I� I I EVA EPA a O ¢a — N N 7 PA o EJ713 W D1 I I I I I I I II EJ7B I" I LU I CPJ5B D CJ3A A U J (2) A (2) (2) A S3 A A ON UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 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 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" ` MINIMUM 3" MEMBER `* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY CARRIER 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 ("). (B 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 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING / 2 x COT LEDGER 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. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" ill,�� `' •,` 't U �Ivl O W LU _ g S 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 r- a � E CIDrp-p O g 8 N it O QO # , N J W LL J d LL a 22 N M W M S N J LL LL 52 Zg? 0, X O Z Fa v Q 0 bb j N (0 m m �p) W cQ' o EL LLZ Co 'L �0 U N Q Co Z ❑❑❑ W M V z � M z z n Q J a � r v1 z c� o C1 1l l T C/D w � U OLn w g f6 �- U w m � J oo of • U 0 L Cn C:,¢ M W M p ZZZ Q f U- 0 a� Z® E ti wi o oa �° o Z O N i �o a d i �w d o m E O¢ C a w Z 90 o 3 0 �? J = 3 0 C)a v <a za �o 0 3 CC L co f0 2 `J cc U CCL O T70 O O �± N J T li r i— T cv N o0 O r ai E T N Z m Z :3 E ih c _m d E U J c Q 0 c J JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 7 i 1 It 1 r GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 11.0 � . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T i FORM & GROUT SOLID O J �U 0 /5 BAR CONT. 81712-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. OEM I Y UEDWITHII IUN REBAR#5(1) IN. AT TCI'D (1) REQ'D ALTERNATE POWERS F =FILLED WITH FILLED GROUT / U =UNFILLED R = RECESSED CLEAR STEEL L I NTE L QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY a ° M.U. #5 REBAR AT TOP ° C w ° ° ° MIN. (1) REaD 4 1-1/2" CLEAR 8F16— B/1 T a 2 ° z ° ° D ° GROUT Q NOMINA QUANTITY OF ° 5 REBAR AT r J F = — uQ w ° 4 C.M.U. WIDTH #5 REBAR AT ° Oa BOTTOM OF a w 0 TOP LINTEL CAVITY W U rn J � NOMINAL-° -BOTTOM o Ir U o z Cr ¢ HEIGHT REINFORCING PROVIDED IN C7 Z LL o w n D D 7-5/8"ACTUAL LINTEL ¢ •' b 33 X 'c � L #5 REBAR AT BOTTC AS INDICATED 8" NOMINAL WIDTH (VARIES) d., ° ° MATERIALS c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LF � F " 4'-6" LL 4'-6" LL CE 'J 5-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" 1 �,A�1ti1t1it1;tPl/�� ' N , or 001 �- •� C�\ �\ b FLU t010``,` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. EEo pppp N it 9 C (0tl1 N 'M ` J M C'4 ac: it 01 LL o) N J * W to •o LL J a LL M M aaj W N mtJiLL LLa Z mc� OtYF L f°o m O J °' Z LLWin J o N Z tY O SO U W N ¢ o L) ao❑ Cl) Z f7 Z Z n Q (Z � r, Z 6 aIn �4., LL (� cr> w Q a V Ow V) c "' U w � z 8 _. U Of a r_ M w Z zd p� J LL. OV E(aC y a W Z ® ❑a O E V O6 p U 0 O° oa gZ Z N N o 0 �w w� � C as z �a m O ZLL Z J a " aw E z to 3 ova go LL�W 0 a O O CID w zla a o EM >� Cr L m > 0 > T Q C W \✓ T 04 O� LO T r N 000 O T_ T ai M N r o z E O E I w a U _J Q p JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. 8 i I- - , .I 11-- NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. A 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C4-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Yz" GROUT FILLED MASONRY: 4„ 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. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 includin all risers and spray heads shall not be installed wi hin T-O" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is requirecl. 9. mu stRbe 3111 ed be ore eztenor souitan mortar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 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" 1Y4' 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. '. ,v c , o; i r LQ ,•b p�•E S S,, 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. ..... ... � Q E Co � N N r, o pipp 0 � J Nn C/ it co U. T -,U , to N � a u. - a u M Q N gM Lou Z m c Q O F -29 z m o W m W 02 0) � a ��pjO' o z IL 00 ° 0 5 N Cl)Z 6 0 a � OU Z O0� W Ur M V z_ z z Q N M z �N 0 o 'U I..0 o 0 ,, s tJ1 � N N U L.I.J J z� U S �Q e S C Q 0 N °� � I� r` C:,w M�¢ M o9 Z ,L E =o �¢ >R Q c6 a0 �® ❑a o ZCL F-- ,6 o N &z �o . a Z Qo �z w� _ .- c C z o* U` u o '0 Z z > .J rj)j Cn �� < M0 Z z 0 ao Nw W U � it � it wLL W 3 o00 o cfl w� >O a _< °M = a� n' rn � W � 20 r oo-1 &_ 0 nL, O F_ �+ m = r11- r 0 O ch Mitt N N r r 00 OT ai m T N o Z Z E 0 rri c a ov U _j Q p c JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. SN V 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O CO 5'-0" Q - c� STUB -OUT FOR 1 ��� O 0 to GAS METER O o � U CV _L • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"' RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U.I J 15/32" CDX PLYWOOD OR + + 41 Z\ + 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 MAYBE 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + is + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x Pa 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 _ + 5I8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5I8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL — STD. 900 HOOK BOND BEAM w CONT. #5 `t STD.90° BAR T. #5 HOOK FF� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO 4 CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND f SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW i FOR BLOCKINGIrJI Y—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 @ I NT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. }Small gap 2" min. Filler blocking 1/8" gap + i ° � 2" max. 4" max. Web Stiffener Fastener Schedule + _ _ Joist Bearing Location_ �_ _ — Y Series Depth End 91/2" 2-8d BCI 5000s®;, 11-7/8' 2-8d Intermediate 2-8d _ I 338d i 14" 2-8d Clinch nails' - -I g-1 /2_ - _2-8 when BCI 6000s�' 11-7/8"' 2-8d 3-8d possible \'� i BCI 6500s® 14" 2-8d_ f I�6,; _ 5-8d__ 6-8d 1) Support back of web during nailing to prevent damage to web flange connection. — ---- — _2-8d - 11-7/8" 2-8d _.,� - BCI 60s8 141' 2-8d 3-Sd 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 1 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d _ 2x4/Plywood/OSB web stiffener 2" min. gCl 90s� Ir 14" 15-16d _ 3-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max — - - — --- 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.a., clinched when possible. Stagger rows from opposite required when indicated or _ 16 �6-16dJ� 6_16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6"- Hangers with side nailing. @ Y . -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check ocal building l64 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer 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 Pit �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION @ I NT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) ►--4 �► 2 �z DO NOT CUT HOLES 6' CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1J2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPS( w/(22)' NAILS 1 5/8"II THRU BOLT SIMPS( w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —I� I rI I I —I I7n� Nail with 10-10d nails.Install tight to top flange.SLEEVE THRU STEM °. SEE PLAN FOR °• ° . • FOUNDATION INFO ' a' a' 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 f. Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0�u-if 0.6 X Joist � D o � �� �� depth f ','r ' ✓ f� � I I -JOISTS BUCKETS N.T.S. GRADE /-- REINF. SEE PLAN 11 Y II— • a r 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. / �� LOCATION OF ' SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE PLUMBING LINE .a d 0* a°' a `ag`I A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d0. a °/ as e a ° " a a % C I a SEE FND. PLN. SIZE & REINF. VV/V 3R r �1 ,r o1. U F L O A''•°°° ° To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. pip p m� �** 0 ct rn0) 0 ai Z Z O C vO � I— IYm0 EO9M m¢ te c2Wo2-o,W� a _ o_j a Z OLLV J V f7 z N � z a N 'm U g C1 -1 04-1 U N w � � O w s N .) i LL, a pao Q Y m C:,ffi M C7 p S z. 's 4�_ OU EC u Wo °a W 0 ro ° x <u � �o a� ° Z o CD CV �i ° <o wz w2 �N L. �c C 'ry = ° aoz x U `m'aw m° Z z �p zz y � d Fw s� � no go a N W W o '° Mill CD C.0 ¢ 0Ia x 3 E2 m _ T Q O r1 0 MCI 2 N T O N -r— ai I LO N O ui Z T N T rri a Z E m w C C CL O U J Q 0 J JOB NO : 20-8067 SCALE : AS NOTED SHEET NO. SN 1 3 Q C 2 0 J to 00 I N N v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <- 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3"\� 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 1p ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT ° FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. I PRE ENGINEERED WOOD 12 TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH1 (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE 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" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) ( OR %@ @ () (U.N.O.) GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS 5 N.O.) (O1(O HIGH STRENGTH R %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE 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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `' :,I ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" 31/2"MIN. 31/2" MIN. ° a ° ° ° ° ° ° a ELEV. -0'-31/2" z A.F.F. p ° °� 2x4 CONT. ° ° ° wIt,„ ° ° °° d ° _ _ ° ° ° ° A C;0 i - T1/2 (min.)-4 _ 1. ° ° I ° ° ° a ° 31/2"(min. -4° L- (- GARAGE DEPTH VARIES ° - - - ° ° -I 11L M�1� (2) #5 CONT. 4 " .1 r 4" 1'-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" BOARD PER CODE (OR 5/8 . ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. PGS' M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH rI , 11/2"(min.)- 4" -a1 sl 1�1=911 - u u-1 Win. . A 'k ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M�N��o°5 SCREWS 7" O.C. 2x STUD \ ,o �c�N 1 ROW 2x BLOCKING MID HGT. @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c° () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ FOR WALL HGT. <- 8'-6". (2) ROWS NOTE: 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd FITS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2"SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER BOLT INFO. 5/8 x6' J' BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS 8" C.M.U. TYPICAL �� � '� ' 3RD LAYER 1/8 THICK. K.O. BLOCK IF NO UP LIFT ON �p PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 24" O.C. VERT. OR Zx P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600# TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ci "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E 2X PT PLATE #5 REINFORCING SPACED EVENLY � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ 10 10d NAILS FIBERMESH ( ) cv WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE W , ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS o ° ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` ` GRADE ;, ° ' ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi „ 1 #5 VERT. IN FILL - a D FINISH GRADE (GRADE 60 MIN. Fy= 60ksij a () MONO OR STEMWALL z M - - - y ° 25" MIN. LAP [30" MIN. LAP] 1/2 GYPSUM WALLBOARD ( FOOTING MONO SHOWN p P ° III- W CELLS SEE ° .I I �- W U.N.O. FOUNDATION PLAN FOR CLARITY ° D D _ __---I - _ °O 6 MIL VAPOR BARRIER - I e ° -T�- I - R 1 7/8„ �I - I - - - �- #5 REINFORCING BAR FOR LOCATIONS) p p D ° o I=III=III= === I - --= N z T I T- I I- 1x4 P.T. BASE NAILER =III=III=III=III= 1= ? t ° Ij](I I� - �' #5 LAP SPLICE (2) #5 CONT. -IT,, - I I- , 4"x4" INSPECTION D° 1=1 11=1 I I-1 I I -I I I=1 I -I 1 2 • '`-'-III 'I NOTE: = - III-III=III= I 36" MIN. LAP [36" MIN. LAP] (TYP „ PORT AT EACH g ° D 1 I= I l I 1=1 I I I 1 I I- N °° - ON 3 CHAIRS 8 1 �„ $ 3114" BASEBOARD - COMP. SOIL. (COMPACTED TO FOR BEARING WALL - - - i *- ) FILLED CELL TYPICAL - _ -I o I - - _ 11- W/UPLIFT ONLY _ _ _ _ _- -_ -___- _ 95 /o MODIFIED PROCTOR ASTM I- -�T,�, �.�� 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ i- �-�-�� I I I - co AT GARAGE CONTRACTOR III -III=) = =III- =1 -III= =III= = = I = = D1557) - I rr • I r1 I , -rr- MIN PSI MAY VARY PER cn =I I-III=1 1=1 111 -1 4" 1'�}° #6 REINFORCING BAR #5 STD. 90 HGOK TO CUT BLOCK OR POUR -I =1=III-,-III II III #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1 4XW1 4 WWF OR - "FIBERMESH" CV ' °00 M ° ` FINISH 4" to 6" BELOW GRADE 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 ° 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° ? T min. 4" BARRIER 4 _ e e e COMP. SOIL. ° °O (COMPACTED TO 959/o MODIFIED PROCTOR _ ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" 4' „ V-4" (1 STORY) STD 90 HOOK (SEE SCALE:3/4"=V-0" S3 v GRADE (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE ON 3 CHAIRS TYP. 4„ DETAIL 1'-8" (2 STORY) MIN. U.N.O. ) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z M z 4. III •":.'. I . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS !, CV M r ♦ M •.• -L il.J.- a. ,•.. r - 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& • INTERIOR A. a .. -3 1/2" y. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ae� 0 E -r = co 6 MIL VAPOR -_-_- BARRIER VA IE 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. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN a SEE ROOF PLAN co C O G Q ° r- ^ (2) HTS20 FOR STRUCTURAL _� „I I BEAM SIZE & N I I Alt ' 4 I CONNECTION INFO T 8 Cl) - • ' • 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 - MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 = a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" C O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD ' INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r, CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS ? [SAD FILLED SOLID (SEE PLAN FOR _ __ __ 1-111 _� 6 x 6 W1.4 x W1.4 i�r SIZE AND REINFORCEMENT) C7UJI =1 =III= ° °• = =III=III=I' T WWF OR FIBERMESH '- z fz- w III=III=III= w a BRICK PAVERS or SLAB PER III 00 =- • ° a -_-- z a� ! - 0'-0" FIN. FLR. COMMUNITY SPECS ° =111=III=111=1 =1 - _ fT-I I III-III-IIIIRV I I=1 I I I I I I=III-_ w FOOTING I I� i it 11=1 11 1 I F 111 111-III=' BEYOND +. . • .. :: PAD REINFORCEMENT 3" MIN. CLEARANCE ..----- '----- , o o - ri r i<r • • G60. ----, /iri/iri r r r /SEE SCHEDULE INTERIOR. P NON-BRG. TAPERED . PATIO COLUMN ' Mr, �°,4ttlilittlf�+/F�� e�y�, -,SF' N •`o". Y �L.0 ESSIONP�� ,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q (gyp 8 N N it p co o G ) ��y' -� >In� N J i W 0 rnn v W ce'I 2 ° N M M 5 W tom� �a z ii 52 a J 8 Z O v L ao� x °m N m o LL = aD N o < 0 z ° L) ooa W Z cMv co Z z a N z W co 0 �,l iz T U Cn - g O w s V) crz c Y Uj N I yJ Y ti o C Ce> a w Z M o� U_ QE o � V Wo � as =® oa 0 n° U Z O N � L a� �o ira wZ W� Cy _ Q Z U Nm m O Oz Z F z a� rn J as aw �z co o o Q 0 a �w W o W w� �~ >O a 1M > d. ^L` tM W Q 0 ^C m co W = � CD � J N 2 r N CD T 4i m T N.. h Z Z E Ip E v r Il U Q p JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" TT SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLY LS SPACED EXTERIOR FACE OF BLOCK EEI STEEL AND GROUTEVENLY WALL IS 11/2" MAXIMUMPLATE 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 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--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 rimi CL DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 1 8 STD. 90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T LU T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 74 GARAGE DOOR TRACK GARAGE DOOR ROLLER jL CONNECTION ASSEMBLY 4 .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d e a e 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. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 1ARAGE OOR vvvn i i rw� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4 (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d dC d 12 (TYP.) SEE ELEV. SIMLS)ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK _7ML _'N� TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE BEARING WOOD FRAME WALL j S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �Z d 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED • • MAN. ATTACH ALL J �' EXTERIOR STUDS W/(Al 16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON 1r SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 4, SCALE: N.T.S. S4 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) • HTT4 wl (18)10d NAILS (3610# SPF) 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° o • HTT5 wl (26)10d NAILS (4670# SPF) • DTT2Z wl (8)1l4" x 1 1/2"SDS (1835# SPF) • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215#SPF) • HDU4-SDS2,5 w/ (10)1/4" x 2112"SDS (3285# SPF) • HDUS-SDS2.5 w/ (14)1/4" x 2112"SDS (4065# SPF) HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) o ° ° o ° • • HDU11-SDS2.5 w/ (30)1!4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & 9 • NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT ° HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAXOTTOM . C (MIN. (2) PER BPLATE) SIMPSON C SP4 4 y I 2X8 P.T. BOTTOM PLATE D I t I I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. c+ SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED • • MAN. ATTACH ALL J �' EXTERIOR STUDS W/(Al 16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON 1r SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 4, SCALE: N.T.S. S4 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) • HTT4 wl (18)10d NAILS (3610# SPF) 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° o • HTT5 wl (26)10d NAILS (4670# SPF) • DTT2Z wl (8)1l4" x 1 1/2"SDS (1835# SPF) • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215#SPF) • HDU4-SDS2,5 w/ (10)1/4" x 2112"SDS (3285# SPF) • HDUS-SDS2.5 w/ (14)1/4" x 2112"SDS (4065# SPF) HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) o ° ° o ° • • HDU11-SDS2.5 w/ (30)1!4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & 9 • NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT ° HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAXOTTOM . C (MIN. (2) PER BPLATE) SIMPSON C SP4 4 y I 2X8 P.T. BOTTOM PLATE D I t I I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. c+ �R0 W � ;O O`er s L .........' ROPESSIO l�lllll l I i 0\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the struct ural engineering portions of the drawing pages bearing Engineer's signature and seal. N a o ZE O N 0 4 v rp (J N ik ♦� m * 00 u- '� J # W Q r` - - a cNFA lL 7M W N 2 (yQ J V-LL d Z O Z MC;s 0Oo W 021-- m�a ¢ Z rn a � Cl)z ¢ O z N Q U F °U o1-1El W cn Z (n co z � Q $ — N M Z 0 0M N W IDU O w s V) c � E 8 I U 0 N 0co sm O w Z 4 C Egi,_ 0 Wo Z® ' F•— O x � 6°¢ � o xz z O rD a 0, ado <Z ¢w Y y o mo O z z Cl) J m < b Q W E Z O ai 3 a °oLL wLL g a �z W >' �� �k r3 CD z� CO co V' moo¢ AU3 a O~ NM = iu N > ' TT > r U ^C m (0W 00 = r11_ �..� r O N N rn ,= T T T' y r N N T E cc c T N r- o Z E a n7 C a 0 � ¢ o JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. S4 Cm Q 0 0 J 00 I N i x r; 0 O 00 I N i 0 3 H a N N a E v c J N O U 0 U v 'o a c 0 0 0 J v t� N N 0 0 0 a N N 0 0 to Z d o SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL wl (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"A" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SPA FOR 2x6 WALL USE 10d 1 12" AT EA TOP CHORD BLOCKING FOR @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL TOP CORD BLOCKING 45°± AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING 774 2X4 CONT"L" BRACE DETAIL TOP CORD BLOCKING FIRST FOUR „ ROWS OF 45° ± 24 MAX. TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT „ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48 O.C. EACH JOINT W/ (3) 10d MAX. & (2 TOE NAILS @ AT LEAST 90% OF WEB ,- „ @ 8 0 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT , , EN EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 71 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. 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. SILL „ , 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/ 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 1Qdx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 2) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGA10KT w/ (4)1/4"xi 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J r � SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `° OF TRUSSES @ 11ir 24" MAX. EDGES OF WOOD TRUSSES 00 ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND •2x4 RAT RUN BRACING 1 1 2" 1 1 " ■ 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 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST ROWS OF (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2)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 TOP PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN N WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS_ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION F COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF t_ NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN j OR 10dx3" O/C 2nx4 WOOD TRUSSES " OCATIONS TOENAIL 6" O/C W/ (2)16d TYPICAL RUNNERS • (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 1 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. c1 GABLE TRUSS .7.T "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 TI i ad . 1I `a _° °. °' ° a II ° .an II.a G II,` •- IL_"._ %, J. CONT. BEARING 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 M 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)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1Old x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU nt--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAIL/"-6 SCALE: N.T.S. 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 -t r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. I'- oil ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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-0" 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"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 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 11'-0" MAX. Cr o 0 a JgC'f CORNER JACK U Cr w z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS a LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 A`0R tnt4trrf�������i N. ..... y • '• ti � r ,2 Q �l �• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W o �OD o 88 v 0 Loa �m �� mt01// J1 0 a r'n" � LLLii M M 3y W N all ?3 a a .5ryLL ZL@ WO 0 ~O W m 02 � ¢ W IL z yv'°' o ° aD N O 5 p 5 N M Q U � - z ° ❑00 W Z N t7 z (CDT z Q a N z a CD 4.1 .r C/) I1 W ' 0 g O W g �N = _) U ® W J I a o co N a w Z M o a E fl E oo �z 0® ❑a Fm '6 moo U,� 0 U O N ry L ow0W Q J W v Q z aoz U y mo 'z Cn J y m a 0 Q W g Z o W N �3 00 0 ado a U 5x o C7 w� xxo a r zla °3 �M � L /! 0 m T \y ca �\ > T O Q u nC m �i W = T 04 d) ui E N r- o C ca E N B i° a U J ¢ 0 JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � 1/2" DRYWALL DOOR JAMB REFERV"l � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8„ PROPER INSTALLATION� DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN APPROVAL FOR CONN. APPROVAL FOR CONN,ATTACHED 1x X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED WALL SHEATHING TO 2X BOTTOM PLATE W/ 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING " �� FURRING ROWS 3/16 x 3-1/4" LONG X 3/16"0 FURRINGTAPCONS #5 REBAR `'AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12"O.C. FIELDO.C., 8d @ 2 ROWS STAGGERED TA .C. TAPCON. INTO STAGGER TAPCON @ 16" O.C. &STAGGERED @ 16" (TYP) 1x8 P.T. FROM EACH END w/ MI.11 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE THROUGH 1-1 /2�+ DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 3 DETAIL 1.MASONRY STD. 90A ` D. 90 HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -112" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" JOIST APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN, 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +_2 NOTC F� FIRST COURSE ` SIMPSON HGAMIOKTA 12" O.C. �° w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES ` L TITEN INTO K.O. BLOCK I I I I I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDC ONPLRAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. c�++ S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31l4" TAPCON (1 1/4" MIN. 16100 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID w/cRour ,r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 7. BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS \ IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) ° 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB 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 DrAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. a SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • . OVERHAN ` BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .•.� CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR-," x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -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 4'/�' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , Jr OV TO TR10dUSS FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + �F NCT r rr r rr 1-0 5-0 SCALE: N.T.S. SS 12 + + A! PLYWOOD SHEATHING _ JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLOQR 2 x 8 BUCK -CONNECT TO BLOCK SECTION / BLOCKING AS + + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-g ROOF SHEATHING ATTACHED + SUIPPORT „ EMBEDMENT INTO .) MAX 2'-0" 8' PER NAILING SCHEDULE ALL O TRUSS + SOFFIT ° ° ` #5 BAR > '„ • : o " BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON i 5 12d NAILS + + :' D s ° p• 10 ° ° CENTERED W/ g H BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®. > ° °► IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS o a .'' KNOCKOUT / ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ O 2 10d °do PROVIDE 2x CONNECTOR �® b PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTING __, . • n A. - •', s' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. SIZE AND REINF. PER PLAN AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL A. o 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. ENTER SO IT .> DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL " STANDARD s•'. Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90' HOOK N r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL, -. • -� START OF ARC 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , , , ,—, . _, • . v • �. N • ,L, .., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� '• � �� "' � � �� '• � � ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. Q1,O) SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" QS—,) 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 0 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") 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) - PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5!8" DIA. ALL THREAD ROD "SET' � Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON t o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6.0" EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v o w a A REINFORCING AS FOLLOWS: SEALANT V5 IQi d * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. pp o _T = J * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° v #5x6 EMBEDDED INTO EXISTING FOOTING * (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: r U) N FILLED CELL SMOOTH. DO NO FURROW. o ° ° II DRILL 3R MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, IN SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . g G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: (V Cl) REMAIN FREE OF MORTAR. z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \tea 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 L 16" MIN. orCOVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN lei EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4' =1-0 „, " SCALE: 3/4 = 1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. . . O�'g F L OFESSiO`�� �, 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 N CID o N # 0 07 Y Off 'o LL ,� N -7 4 W LL LL a u a a f6 lL ZO = c m 0 H iy4co mm0 W U5 Jo0. Z un Co Cj N O N M U � W° 0 13 F. M V Z N CQMy Q N z o 8 N Cn W W o �0 N �N c " co C6 r— (q w � r— J E L g U 0 O N M zo� z a E g� Fz 's oa 6 �� t� O E - a0 a UOO za az ZCD n7 i < z <z ¢ z J mo r U O z Z N J m a " Q W z d 8 S a yw W U �� z � o �w < �o a cfl 0. zzla a 3 0 `-M = N � W '/ O W m co 2 c O d- T O T r LO T 1 r L N o �— ui m N r o z C E O c C a U J Q -1 JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. SS !L I CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ---- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg_�i 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 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. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT 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 ACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) P G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 WOOD TRUSS SCALE:NTS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wr 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 Ili1�:3�\di BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS ')IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PAN FOR MOI VFO SEE FLOOR PAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULEIP ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PAN 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 PAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER n SEE FOUNDATION PAN FOR MORE INFO f COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" BM. SPLICE OVER �4 CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 'IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS - OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SIMPSON (10) 10d ATTACHED PER SEE PLAN FOR ADDITIONAL NAILS AT BASE & SIMPSON i� 8d NAILS AT VALLEY TRUSS 1 SP2 w/ 12 10d NAILS AT TOP NAILING SCHEDULE OUTLOOKER ( ) 0 2X4 #2 SPF BRACING @ INFO. 4" O.C. INFO. 16" O.C. W/ (4) 12d mil_ COMMON TRUSSES. EXTERIOR SHEATHINGI[ ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP —t�—�— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING LOW ROOF/WALL SCHEDULE BOTTOM CHORD PLATE MORE INFO. � � STUD) TRUSS SHEATHING ATTACHED -- VARIES W/ - - � VARIES SEE PLAN 2x4 BASE PLATE W/ PER NAILING SCHEDULE 2x BASE PLATE W/ (2) G FOR WALL LOCATION 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE - - SIMPSON LSTA30 w/ - SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR E 16d NAILS TO TO WOOD WALL ` 11 SIMPSON MTS12 w/ EACH COMMON s � i BELOW @ NAILS 6" O.C. BLOCKING OR TRUSS. 2X4 CONT. W/ 2 MIN. 2x4 #2 SPF STUDS @ �, (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING �� O TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. PER NAILING SCHEDULE & / - STUD TYP. T&B • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO ------ --- °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD .� FLOORING TRUSS OR SEE PLAN FOR � � PLATE BELOW MASONRY WALL � 4-0 O.C. TO GABLE TRUSS __- ;. ROOF SYSTEM TOP OF WALL OR BEAM H. BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN b >< MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. - - �� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS 11 I I 1 I $ '0 N U NOS OF �.UU s FUO�,R. 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - N J 4 o � E ro r , g8 2RW 0� JA r n p CiQ J t[') n to ay to r L' - - nW M M W uj aa.= qj'u• z =a Woo CD J W COo�¢ a rn d IL azCo N O Q-' N Q U O- ° z " 1, W M ems- z N � �Op Q z Gp CQQ$y Z � Q (Z � N z o Cz 1 ' LL y� �L (� W R O to W s c N 877w fr Q see z LL a E E wa <¢ o0 i s ze o a OV K o �aoz U U �U Z CD o ww m,o LL p N 0< Z z d o LL �w � o O yz w w� =� �� �o a� v is I �3 > d' L. Im ^ 4% ' T O < C^ V m W M T — O V/ T CN f T l+ T 04 04 O T ti E w E T (V r p Z Z E O iri WE C C d E U 0 d « Q C JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. D 1 Lll_ III I 1' 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER S 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. DO N01 BOTTO n enrr_r SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SELF -ADHERED FLASHING HALF ROUND WINDOW 1 L/1U1 II , v, ,, - SCS 0602 WINDOW FIN INTERFACE WITH I SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL--_ PRODUCTS DETAILS TILE FINISH---_ TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC 1/2" DUROCK-�_ R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as 0 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 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT P embedded in the adhesive layer) - for ease of installation and to 7, minimize scoring cuts d 5. Remove all release paper per standard installation instructions and ° adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED d 6. Fold as shown by arrows e 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN - ° d 8. Mechanically fasten as necessary H SLOPE d 4 G WEATHER \ RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING I (SEE DETAIL WP07) �o� 0 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING `� 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF V 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 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 (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is - 3 ADHESIVE BEAD OF APPLIED Intended to resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING q p g g y• THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH 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 SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied 77 horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Vi R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual 7f 2 Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall FLASHING JAMB & HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING -"- LASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the THRESHOLD following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. SELF -ADHERED FLASHING 03. Under and at the ends of masonry, wood or metal copings and sills. INSIDE CORNER , • 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. -7 Ground7 6. At wall and roof intersections. lz� 7. At built-in putters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 14 5 1 W \ Cn Q Z ' \ io_ a MI I LU OW.. PLASTER STOP co _ U) CONTINUOUS BACKER-� U ROD & SEALANT LLJ LI 2 � W IV)] 0 FOUNDATION WEEP SCREED STRIP OF SAF r 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 J� I� �Il THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY R:1i199111 06LP►k-RF:WA 7 Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASSttS FRAMING SHEATHING ANE WRB WRB FHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" 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 0 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. W H Q a0 8 p14 p Go N ti Lo y r co:000 01 y U. 4* N 7� rnr- -0 J W LL- a ""Z yfNMM W. rn a 13 J LL LL a IY C0 Lf6o O -t-- C�'�; :3 M MCOQ mom W 2 rn . ¢ ¢ a W N O � Z a'Ln N Z W z z Q J a � N z � U g O ,� s N c y V) in f6 r- pEp I O wwZ o U- E oo Q E OU z® oa rca og =° ZO 04 L a o Q ¢a aZ W ro C C O x U w OJ m E o Z � 1Z Z ....T N J <a W Ey N F Z2 <o a w w W U j < k yLL w� =3 J o;o cfl a x �U3 V ZI ca W ca d% T' W m o Cy) Ln r .L U.)T N T am E �-- N r Z f6 Z E E W m d E U -1 -o A3 Q p c c JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. W P S_ 1 I I- I I t r 1 11111111' III IIII I I r I I _ 1 , II I I- I - I §fgawawff Mounties Brackets {10 el 9 �g 41P2'x4-1 'x2-12 w 0 See Anchor Scheel S oft Schedule 1 l2" Dia. A325 Gaiv, R yap sf o a Sack Cross Support ` (May be cut to W) 1 Right Bracket 6 Gauge) 9 v ' #14 Self-WIH ; Screws 1 as sA A/C Unit Bottom Edge I If Hurricane Strap (Typicah 3 in front) Washers Front Cross Support {Ma Sell-Lrxkin Nuts l/ be cut to W) 9 Left Bradket (16 Gauge) # 14 Self-Driling Screws Thru brackets & Back Cross Support Into A/C Unlit Bottom Side h l for hurricane (Typical: 3 read sale use) 5Jlw.tiil..:• EAl.,• M uuuladdms asr I7lxrtll4c[s with ca_tt Hwacmae An Bum_ �Rained SW cling walk Van hd1 1 1 6ae all Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards /201e Drz8 Product Approval Application Detail Entity 9i 20 20 Defer pendlrw Alli.tt code MM Vsrs4on Manufacturer Contact Endnaer & Liana Validated 13v Validated Submitted FBC Approval Approved MAU Revision 2017 Gull Coast Supply & Manufacturing, LLC Eng David Daniel S. Kuhn LOCKe Bowden P.E. 10/122017 IOil 0/2017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 subcategory: Metal Rooting info@gulfccestsupply.00m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLA71851.11119 Products Quality Assurance Approved for Use Approved for Use Impact Deslan Sao # Product Model. Number or Name Product Description Contract Expiration Date In fin j Outside HVHZ Resistant Pressure 1 0.032&qud; Aluminum SV Crimp n 0. 32& d� S V Crimp minum Roof Panel M 0 qu rnp Nu 04/122D2 4 No Yes N/A +N/A/ over 15l32& ud' Plywood pod q 108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud: Aluminum Gulf Lok 168qud; Wide 04/122024 No Yes NIA -NIA/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1" 24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.0P5 over 15/32" Plywood 4 1 4 . Versal-oc &qud, 2 ge 1&qu d; Versal-oc 24 a 16.5& d; Wide Roof Pen el g qu 04/122024 Yes Yes N/A +NIA/ over 15/32" Plywood -138.5PSF 5 1&qud; Versill .032&qud: Aluminum 1&qud; Versal-oc min .032": Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -101.0PSF 5 1.5&qud; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 16&quct; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5" 24ga. Verse Loc 1.5&qud: Versal-oc min 24ge. 18&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32" Plywood -123.5PSF 8 2&qud; 24ga. Megal-oc Mio 24 Ga. 2lil MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +NIA/ Panel Pa I qud over 15/32& Plywood -108.5PSF 9 24 Ga. Gulf Lok .11 24 Ga. Gulf Lok 16&qudl Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Go. GWf Seem 161l Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga Gulf Seam Min 24 Ga. Gulf Seem, 1 3k&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 188qud; Wide Roof Panel over 15n2&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32"a 04/122024 Yes Yes N/A +NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood 04/1212024 No Yes N/A +N/AF131.PSF 14 26 Ga- 5V Crimp Min 26 Ga. 5V Crimp Rod Panel per 1x4 Wood 04/122024 No Yes N/A +N/A/ Purkns over 15/32" Plywood -156.5PSF 15 28 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud: Wide Rod Pawl over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 28 Ga. Gulf Lok Min 28 Ga. Gulf Lok 168qud: Wide Rod Patel over 04/122024 No Yes N/A NIA/-63.5PSF 15r32&qud; Plywood 17 26 Ga. Gu1PPBR Min 26 Ga. Golf PBR Rod Panel overW d� 04/122024 No Yes NIA N/A/ Plywood -154.7PSF Florida Denartinent of Business & Professional Regulation Page ore Building Codes and Standards Y1Br101a Product Approval Application Detail 3.¢1E Product Model. Number or Nan S>�.fu QLldltvAs3UFOM A�roved for Uuaf mHi9>Z Anvaved for Use c�.IneS lluveffi 6�Bt DOS1Ql PiffiSM< 18 26 On. Gu11PBR Min 26Ga. 1 x4 Wood R� 041122024 Yes Yes WA 1Guill ales Pyvcotlover -151.7PSF 1s 26 Ga. Gu11PBR Mn 26 Ga. GnMPBR over 15/32411,quat Plywood 04/122024 Yes Yes NIA +NNV -154.7PSF 20 26 Ga. G NPBR Min 28 Go. Gu9PBIR ever fire Wood Purins over 04/12f2024 No Yes Nhk 1542&qui Plywood 15� PBF 21 26 IfRb s bin 26 Ga. Gul am 1 x4 Wood Pain over 04/122024 No Y es NIA t4lA/ 15)32" Plywood -164.2PSF 22 26 Ga. Gul Min 26 Ga. GtiRib over ISM&wd; Plywood 04//22024 No Yes WA +N/A/ -159.2PSF 23 26 Ga. Gutmb Min 26 Ga- GuMRib over 15r32&qud; Plywood 04/122024 Yes Yes NIA +NIA/ -159.2PSF 24 26 Ga. Gull Min 26 Go. Gulti over 1 x4 Wood Palms over 04/121i Yes Yes NIA -NIA/ 1sr3z&qu d; Plywood 164.2PSF 25 29 Ga. GuMRb Mn 29 Ga. Gulli over 1x4 Wood Pudin over Wi22024 No Yes NIA 15u32&quiat, Plywood _ 23.5PSF 26 29 CA. Gul hit 29 Ga. GuMNb over 15r32&qud; Plya hod 04112/202A No Yes NIA +N/Al -146.OPSF ZI 29 Ge. Gul Mn 29 Ga. G MM over 1 x4 Wood Paters over 04/122024 No Yes NIA *N/A/ 7/16&quat; O.S.B- -101.OPSF 28 29 On. G:lulfRb Min 29 Ga. GtaRib over 7/181liquok C e-B. ON1=024 No Yes NIA +N/AI -116.OPSF Search Criteria Code Vaslorc 2017 FL d: 11651 Application Type: ALL Product Manpdiactursi ALL Category: ALL Subcategory: ALL Appicadon Rohn: ALL Currplianee Method: ALL Quality Assurance BtMy Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved forum In NVHZ: ALL Appleved for use oulzi NWHZ: ALL Mpect ReelI: ALL Daslpr Pressu it ALL Date From: ALL Dab To: ALL 2291 Emttv or 20 20 Date PenWnp ate z= Yuslgg Manufa.turan Contact Validated By y FNC Ancraval Aprroved fiti(gg Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08A 7/2018 08/172018 0623/1018 10108/2018 Approved Category: Strudursl Components (877) 441-8368 PE-73778 (334) 300.1800 subcategory: Products Introduced as a Result of info@smadventcom New Technology Compliance Method: Evaluation Report from a Fkxida Registered Architect or a Licensed Florida FL -R7 Products Professional Engineer &ea Y Product Model. Number a Name Product Description Quality Assurance Approved for Use Approved In Ill Outside for Use HVFIZ Impact R"Is ( Geslan Pressure 1 SmenVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/31/2020 Yes Yes NIA -1001-100 2 SmertVent Model fl1540-SN Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +100/-100 3 SmartVent Model #1540.520 Insulated Flood Vent 12/312020 Yes Yes NIA +1DGF100 4 SmsrtVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes N/A +100F100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 6 Smanvent Model 01540-570 Wood Wall In sulated Flood Vent 12/312020 Yes Yes NIA +100F100 ? SmartVent Model #1540.574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 4 tiSP c prtrteltxors > x 31 clim , > f=larida vtdde ®Il�uat)Ion p 8itnplort Roddat ewide 1E�r tt flrtReport ,iEKW 46* No. Prodtt+d_ si No. Basis 2oi Date $1Dolcit No. Pradud3 ai No. taint= tkb FL17244.:1......_..... ESR 3455._............._.... 12/31/2020 A23 FL10446.2 ESR-2506 12/31/2020... _A3_..............-.........._ HD210-2 . _... - - FL17232.3 ESR-3445 12l31/2020 HU210-2 FL10856.4 ESR-2549 .i. .ij2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 ... _.........._.._................................_............_.........__............_.............................................._......................_. H0216 FL17232:3 ....................................................._........................_......._..._._...._....... 12/31/2020 HU216 FL10858-5 ESR-2549 12131/2020 ............................_....._..._.........._.......I........._......... HD216 3 _.........................._.........._...._............-.............._........................_._.......................................................ESR-3445 FL17232-3 .....................................................................................__....._........._........... ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 .._......................................... 12/31/2020 ._.............._........_...._..---..........----._..._........__..........._.........._................__..__...._......_..................__.._..__.._....---._..._........-...._.........._...._.........._......_.._.......-......_....._..........................................._............................................................. HD26 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 ._......................_....._...._...... --......_._._._........_.............._. HD28-2 ........._FL17232.2 _...._..........._. ............._..._........._................._........_...__.._......_............_............................................_........_............................................._.............._.. FL17232.3 ESR-3445 1 1/ 2/3 2020 HU28-2 FL10856.4 - ESR 2549 _......_..._......_.............. 12/31l2020 _.._................_..._........._.............__......_............__......_.........._.._........................_...._........._.._..._..._............._...................._..._.._._......_..---........_.._...................._............._.._................._....._......................-........................ HD410 FL17232.4 ESR-3445 12/31/2020 HU410 F 1 L 0856.9 ESR 2549 ....................._....... 1 1/ 2/3 2020 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 ............_........ .._.................._.........._................_.......................__.....................__.........._.............__............_.................._......_................_........_'_ _'____ --.._.._....._.........__.._... i�J610 FL10856.10 ESR-2549 _......._....__._....... 12/31/2020 ...............__...._...._HD610..................._.............._.................._.._FL17232:'.........._.._................................_....................._....__...._..._....._ESR-3445................_...__....._..._._......_........_.I......12/31/2020... rD.jNi 410 HGA10 FL1 699.1 Evaluation Report 12/3112020 HGAOKT FL11140 4 SIM200803 32131/2020 HGAM10 FL17699.1 Evaluation R art ep 12/31l2020 H 1 GAM OKT F L11470.4 SIM200E03 12l31I2020 Hll ___...... __...................._....._......---..........._._........._......__..__......_....._._...__._....... FL17236-7 -......._.......-.__........._......................_..__.-._.._......_.. ESR-3448 -..._._.__..__....._.......-._...-_...._......_...._..............__......_.................._....._2020... 12/311 HCP2 FL10447.2 ESR-2551 HTA16 FL176W.4 Evaluation R art 12/31/2020 HETA16 FL11473.5 SIM200802 .12/31/2020... 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/3U2020 HETA20 FL11473-5 SIM200802 12/31/2020 .................................-....__._..........-....-......-..............._...................-_.........._...._....................-.............-....._._._............................._................-.................._.................. HTT16 FL17324.2 ------.._...._....................__.................._.....__... Evaluation Report ..... ..._..........._....._... 12/31/2020 HTT16 FL11496-1 ES-0130 12131/2020 HTT45 FL17324.2 Evaluation R art ep 12/31/2 O2t1 HTT22 FL491 ES 0130 12/3112020 HTW16 FL17244.8 ESR-3455 12/31i2020 HTS16 FL10456.22 ESR-2613 1............1120........... 2/3 20 HTIN20 FL17244.8 ESR-3455 12/3112020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24...................... ..............._...-....--............._......_................................._._..............._...._..............._....................................................._......_...._..............----......_....I........... FL17244.8 ESR-3455 12131/2020 FrrS24 FL10456.24 ESR-2613 12/31/2020 HTW30......_.............. FL17244.8..._....._.......__.... _ ............................................................_.ESR-3455.._..._......_..._....................._................ _..12/3112020 FITS30 FL1045626 ESR-2513 12/31/2020.. ................................................. ....-._._.___._........._....._._.._...._.........................._......................_...._......_ HiWM16..........._.......__..._...._....._..._......_FL6223:2 _..................._._. .................-..............................__..._._.........._....._._..._........._.................................I............._..._........- Evaluation Report .I...... _�._..._...._... _..........._.__........... _. _....._......-Evaluation ._..-.............._......._.. 12/31/2020 HTSM16 FL11473.11 SIM200802 ...-......I......_..... 12/31/2020 HTWM20 FL6223.2 R 12/31/2020 HTSM20 FL11473.11 S,IM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/3112020 ....................................................-....._.._....................-..........................................................................................................................................................._........... HUGT3 FL6223.3 _...._......................................................................................_....................................... Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 ................... 12/3112020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 .......................................................__....._........__................................................._.__......_..............._......._..............................._.-.............................................._............-.........._....................................................._...._...... HUS212-2 FL17232.6 ESR-3445 _..................._................... 12/31/2020 HUS212-2 FL10856.11 ESR-2549 _.._..........._.._...._..... 12/31/2020 HUS28 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 12/31/2020 HUS28-2 FL17232 6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 _.._..................._ FL17232.7 . _.......-_........_..__._..........................._.... ........._...._......._..... ESR-3445 ------- -- 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 ........I........................ JL26 _.........._._..._......_........_..-----..__.._.._............................_..---.._......................_............._............._........._._....--.----...._..---._.....--..-- FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 i2&i'ii 020 ..............................................................................._......................................_........._..._......_............................. J... 2 ....... FL1723211 ...................._...................-.......................................-......................_..............................................._.........................._......_.................... ESR-3445 12/31/2020 LUS210 2 FL10655.107 ESR-2549 12/31/2020 . ,1US24 .FL1723210 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/3112(120 _._.__.......JLJS26 _._........._........_FL17232-11 _....._......._.__...._................ESR-3445_............_.._....._..._._.....---......_..... 12/31/2020 WS28 FL10655.111 ESR-2549 12/31/2020 5 2..._........_...._..........................-- .................._...._...__.._.._....._..........._........_...._.........._..._..-_--...................._.................-....._....._..---.................._........_._.._........_. 1723211 ESR-3445 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 _....._.._.-......_... I ._..._ ...._............._ - 28 _..-...................FL17232.1.f....................... _.._......_.........._.......I..__........._....._......ESR-3445__..........._....._..._._....._._..........._.._..........12/31/20 -- 20 U L S28 FL10655.113 ESR 2549 --- 12/31/2020 ...................................................__.._............._........._......_.........._.........._........_....._..................................................................................................__._...._._.....---................._......._...................._........_................._.-..._........_...._...._.._....._.......... JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241-15 ESR-3444 12/31/2020 LEG3 FL1066T71 ESR-2615 12/31/2020 ............................................................................_....................................._......_......................................-...................-.........._.................................................._.._...._.._..-.........-_................................._.........._........__...._...._ KST260 FL17244.15 ESR-3455 ...................................._.... 12/31/2020 MST60 FL10852.7 ESR-2105 12131/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12i31/2020 ... _..._..........._. ..... .. .....6.._.._.._....__"' LSTA1 ---.............................._.._......_............_....................._.........._...................._......_...........................................__.._.._._._......_..........._........._........................._................. 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 FL17244-1$ ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30...................... ....._ .....................................-............................................................................._...............................................-......._................_..........................................................................._................................._..... FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 12/31/2020 ....... ........................... ..............I..__ ........... .....I.... LSTA36 _.........-........._..........._......................................................................................................................................................_....._..............................................................................................I..................._.. FL17244-18 ESR-3455 12/31/2020 LSTA36 FL10852-5 ESR-2105 ...-..._.................................. 12/3112020 ......................... ..................i..-..............._.................................................._......._..................._....................__..._........_........._..........................._..............._............_._.........._...................................................................-.......... LTS19 FL17219.2 ER-0200 .... _._......I ..... _................_ 12/31/2020 LTI-19 FL11496.3 ER-1 12/31/2020 .............. _................-....__.._..__....__.._.................. LTS206 _.._............................_..----..._...................._......_...._....................._............................._...................._.._-...._...._._..._..............-_................_............._..........--- FL17219.2 ER-0200 .._...----........._..._....... 12/31/2020 LTT206 FL11496.3 ER-1 12/31/2020 ...... __..............................__......._---...... -..... ...... LT1131 _...._...-........_.............._._........................__.................._.._......_...__....._.....---......._....._..........._.._.._._.. FL172 ........_....._._....__....---._..._..._......._.....__....-.........._......_._._...........__.... ....... 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........ _.......... .......... .. ... ............................ f1 N4.23.......................................... ........._.....................I.....................ESR-3455.............................................-....................12/31/2020 A34 FL10446.3 ESR-2606 12/3112020.. MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 .......... _....................._._..._.....__.............._....................._.................._.._....._._...._......._....._........_....---....................................._.......................................................................................__...._.........._...................__........................................_......_..... MP5 FL17244.22 ESR-3455 12l31/2020 LS50 FL10446.16 ESR-2606 ..._._...._........._................ 12/31/2020 MPH3516 FL17240-3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 __-....._..._.._._...._....._...... MSTA12 - - -- - --__...._......._.._._......_...._.._............__......_...... FL17244.18 _.. --- -'------'-"---*- ESR-3455 .............-......_... 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 .................................................................................................................................................._......__..........................._.........._......................................................._._..._.........._.._......._....__.._..._..__.................................................................. MSTA18 FL17244.18 ESR-3455 12l31l2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 ........................................................................................................-......._._....._._.................._............................................._..................................._............_....................__..................................._......._.................._.__..................................__...._......... MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 .._....................................... 12/31/2020 .............._.................._......_..............._.........................................................._....._........................._..............................................__........_...................-....................-._.............._...................................._..........._.......................................................I..._... MSTA36 FL17244-18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 ....._.............._...._............... 12/31/2020 ......................................._.........._...._............................-..........................-........_....................._.....................__........_.........._.........................._.....................................-............-..................................................._..._........_....._..................._............ MSTC40 FL17244-26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 ..._.._.................._............... 12/31/2020 MSTC52__._._.._...._....._........._ ....................................................................._----...-.----....-----.._.._......_........_......_........_._........._..............._........_..._..................... ...............FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 ....................---...._..._.._..._._......_.._...._...._.._......_......_........__......_....-..._.__.-......_......_....-............._................_._.................................................._....__.._....._..._......__..____......__...._.._..__..__......_........_._..._...._...._._...............__...... MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 ..._....-................_.._...._... 12/31/2020 ........ ..................._...._.._..._._.--............................_._............._........................._........._._..._........._......................_.....__......................................_........_._._.....-._...._........_._.........-._....._....__............_...................._...._.._............_................ MTW16 MTS16 FL10456.34 ESR-2613 ................._......_.........._.... 12131/2020_ -MTW1.$............... _FL17244:8......_...........................................................................................ESR-3455._._._.................................._.........._..._......12/31/2020... FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12131/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456-36 ESR-2613 12131/2020 ..........._...................._................................................._............................................................._............._..............................._................._....__......_--......_............................................................._.........__......................... MUGT15 FL17240.5 ESR-3447 i' 'i2020 MGT FL11470.9 SIM200803 12/31/2020 ...._._._. NFM35X12 _........._.._._............_.................. ._.. FL578-2 ...._........_....._......_...._...-. ..... _....__.................... Evaluation ..ReP°rt.............._..................._-..__ .........._..............._.._...._....... ...... _. 12/31/2020 _............__..._.__.__- MBHA3.56J11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL57$.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 9?J31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDl.J2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 _.._.................PAU66 FL17239.13........ ..- FL17239.13_....._.............._ .... _.............._.........._..........-.........._....ESR-3449__......_..---................_......_..___......_. -12/31/2020 GLTV3-516 FL10667.8 ESR-2615 12/31)2020 PHD2A FL17219.3 ER-0200 ........................ 12131l2020 FGTR FL11473.2 SIM200802 12l31/2020 ........................_......._...........__._....._......................_......................_......._............. PHXJ3516 --.........._......................_.._........_.._...._._.......__...............................................R-......._................._........_.._.........._........._.._......_.._....._...../.......__......_._....- FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 ....__........._........................ 12/31/2020 .......................................�-........-......-........._................_._..._...._...... RFUS -_.._..__._.__......_.............._.......................__..._.._.._._........................._........_........__................. L6223.5 ._..._._.............._..._..__..__...._._.........._.._..... Evaluation Report ....__.._.. 12/31/2020 H1 FL10456.5 ESR-2613 -12l3112020 ...................._.................................._._.._..............._..........._......._....._...........__.._....................._.................................................................._.........................._......_...._......__......._I......_......_....... RS150 FL17244.27 ESR-3455 _.._...-.__......._._......._. 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 ._....._.._................._.....__......_..._.._............_..................._......_...__...._._.._..-.-._----...........--_..._....._......._.....__........_.-......................._......._........__...-...._.__........_.._............_......_..__..........__.._.__...._.....-...._..._.._.._. RT15 FL17236-3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 _...._........RT16 2......._............... _................_._-FC17236 2..........._..........__ ... _... -ESR-3448........_...._...._...........__...._..._._.._.._...-12131�2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12131/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 ... ....._.............._......._....................................................................................._..1_.................................................................................................................................._........_._....._.........._................................._..._.._.........._ RT4 FL 7236.3 ESR-3448 ........... _........__. 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H2-5 FL10456.11 ESR-2613 12/31/2020 ......._......-...................................................................-.._...........-.........__..-.__...................................................._...................................................._..............._................__..........._........................_..............._......................_.................._...._.._._..._ RT7 FL17236.3 ESR-3448 12/31/2020 H25A FL10456-12 ESR-2613 .......... _..._....._.._.._......_._. 12131/2020 RT7A FL17236.3 . _.. .... . ESR-3448 12/31/2020 H8 F 14 0.3 L1 7 SIM200803 12/31i2020 ... '-'- __ ........ RTBA ..... _..... .._ . ........ FL17236.3 .._..._... _. _..._......_ - ___._-....4 _.._.. ....... ............... . ESR-3448 _....._........_.......2...... 12/31/2020 SP1 FL10456.41 ESR-2613 .._...__. _......... 12/31l2020 SPT�..._... _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 12131/2020 ..... ............._....................._.-....._................................................................._............................................................................._.._..................................................._.........-.................................................................................................I...I.........I......I......... SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 ..............................._-........ 12/31i2020 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 __...... _.................SPT6 _ ..._ - SPT8 ...............................FL17244.32 .............._......._............_._............................_.._........_.......... FL17244:32..._........_._. . _........__......_....._......._....._......_......--- ESR-3455 -......._... 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 _.........................._.._.._.._..._...__...................._.... SPTH4 _------...._...................._........_....._......._..._-.._......_._............_._............._ FL17244.32 ......_........_......_.............._............._.........._......-__- ..._.. .............._...._...._._.._.._........._......._-.........._.._...._....__...._............- ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 .... ..................................._.... SPTH6 FL17244.32 _......-__.._._......................_._..1--...__......_.._.__..-......................_..,..........I...._........__..__ ESR-3455 ._.._.....-_......__..-_..... 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 SPTF18 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 / 12/31 2020 S0H24 FL1723213 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 i2/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10855-4 ESR-2549 12/31/2020 THD282 ...................................._._......_.................._.._.............................._...............................................-...-......-......................................_............................................_.........................I..............I....__.- FL1723216 ESR-3445 12/31/2020 HGUS5.25/12 FL114il SIM200804 ......-..-.._.._.................._..... 1213112020 THD410 FL17232-16 ESR-3445 12/31/2020 --_....._-----_._.._....__ HGUS414 FL11468A0 SIM200804 12/31/2020 -.........._.._........_._............-..._.__...........................-..._..._........._..__.._...._............_......_...._-.._.........._......._..-...._..-.................................................................__..-.__._._..........__..._.................I..._..._....-_..__ THD4t2 FL1723216 ESR-3445 12/31/2020 H 8-SDS3 D(] F 10441A L ESR 2330 ....._...._.-.._I...........I....I..... 12l31/2020 THD612 FL17232-16 ESR-3445 ..._...._..__..__............_...._...._.........._........-..._._.._--.--......-_.-..-..-..-_.-.._......_.._.-..........-......_........._....._.....-_ 2/31/2020 1...2.. MSTAM24 FL11473.19 SIM200802 12/31/2020 ........._..__.__..........__...................._.......-_--_-____....__......_........_...._...--__ TH�i41d FL1723217 ESR-3445 12/31/2020 MSTAM36 FL11473.19 EIM200802 12i31/2020 ......._.._.._.........._........................._........._.._............ UGTS3F __....__.._....................--._._._..............__.._...............___._....._._....__.._.._...._.................._............._........._.....__......_................................_........_.........I..__........ FL2033-1 Evaluation R ort ..........._............_........_...._ 12/31/2020 M T S CM40 FL11473.19 SIM200802 .......................................... 12/31/2020 6PHD8 FLi7219..........................._..........._................._.........._............................_ER-0200..._.............................._........_..._..._............ 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 ........ ............ ._.....................................-. - ............. - - LGT3SDS25 FL11470.7 SIM200803 12l31l2020 _..__.................................._..._........_..-..........__...-.............._.._......._......................................................_..I....I _............._.........................._............................_........----................................................................_. - LGUM26-2 FL11473.12 SIM200802 .....i...._.......i.j.........._....... 12l31/2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florlda Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if the will be utilized on the construction ro act for which you area In for a Y P) Y applying CategoryfSubcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Thermal Firber-Classic and Smooth -Star Sta ONaMPAC FL20461.1 + 67.0/-67.0 psf 12/31/2021 2 3 1 ThermaTru Firber-Classic and Smooth -Star (NONaMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ON4MPA M C FL20461.9 + 67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic acid Smooth -Star ONaMPAC FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01.67.0 psf 12/31/2021 ThermaTru Smooth -Star avid Benchmark FL15225.5 +67.01-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClasslcCraft, 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 12i31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 FL15279.37 + 30.0/-32.0 st / 5 21l2028 CI ay Building Products Residential WinclCode 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 DWsion ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA 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 5500 FL239.7 7/30/2020 B. HORIZONTAL SUDER 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 +40.0V-00.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT S 00 Series 55 FL261.1 NIA 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem land Lap Siding and HardfePlank La Siding FL13192.1- FL13192.2 A. SIDING NIA 12/31/2020 B. SOFFITS Alside Solid and Vented Solt FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undeda merit F L12328.6 NIA 10/18/2021 C. ROOFING FASTENERS NOTUSED D. ROOF V N11LATORSArch EMetal Thompson Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 O E. ROOFING TILES Borst Tile Villa 900 - FL7849.27 FL7849.28 NIA 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GuIlLok 16" Wide roof panel FL11651.2 R3 NIA 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - F1_15076.2 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/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1- FL1999.4 N/A 12/31/2020 MiTek Industries Inc. Truss Plates FL2197.1 -FL2197.5 N/A 1/1/2023 ENG INEERED GINEERED LUMBER Weyerhaeuser y Rim Board LVL PSL LSL - FL65 .1 F 6 7.5 27 L 52 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High onStrength Concrete Lintels FL1774 N/A 5125/2024 ro The ducts listed below did not demonstrate product approval at an review. 1 understand t a d that at the time of inspection of these product s, the followin P Pr PP PI , Pe P 9 information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) _ I_. APPUCANT SIGNATURE DATE -11--a a) CD O U as O o C:)- �-.• CO -0 2C:).- C CD 'O a- _ -6-0Cv U -e.r cn N = C Cv O 'a Ct3 p Ct3 -0 C O !� - C _-0 s- O CU C Ct3 O O a -=a LL_ 4+- O _ C6 > -L N E a) O I__0._CnQ C M Q. Q z z W J W a) ^tea W 0 c- V J O lL O �/J� L U O < L (1) 0 <V o0 :3 Ill `� 1 o LCU tU C' M = W Z Z Q J a_ SHEET NO. PA 1.0 II I _I _ I I IANFill FI 11111 _ 11 1 _ I_ I _ _ - I 1 1 I 1 11 1 l± 1" A Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Para 1 d a 12I22018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 3.18 12122018 '1 c z Ste," ' .c+" .TZY'N.�-..V. ':.: .,aw_-,a= _ x -.;�.- .: .-. , €- � T�. .. , _,:' .. ,.._. a._ v .y .. _ . � ,.. . .t"' t . - - .{" .9 �. � � Y.: lit ✓ - - .. � _, �.v`,.'zr v. .. a. ... 3'. f�- ._ . _ 5 � vices�- Ye 1: � � ce-�.-.c> .� - 4 tS,"...... .. fr9Jit EnI or (la 2AIL Data Pendlno QA Entity or ga(t 2M Daf P-11na jaa Vanden Mvwhdurer contact EndnearalJesnee Volidatedav YaggISaa a8,1arri al FBCAmmvN Aparoveal SAW, SJat version Mawhdunr fi8a6gI EndnserBLlesnae VNltltetlBy v.uatl.eSubmIttod FBCAppmwl ApprmaA $lA6LL RAWIon 2017 Theme -TN Corporation Rick VI Lyndon F. Schmidt, P.E. Ryan J. Kbg. P.E. 111 17 07M 272017 10/18=17 121122017 Airpnwed Rwalon 2017 ThermaTru Corporation Rick Might Lyndon F. Schmidt. P.E. Ryan J. Kmg, P.E. 127132017 12/132017 IWI2017 OV132018 Approved Category: Extalar Dale (419)298-1740 PE433409 (813)767.6556 Category: Extenor Doors (411r12S8-1740 PE-43409 (013)767.6655 Subcategory: SVMgig Exton« Door Assemblies rkkn@NWdgmnslth1,. Subcategory: SWngmg Extorter Door Assemblies rickwarwbldgeonsuaerds. C ompsena Method: E•valution Report from A corn Compliant, Method: Evakiallon Report from a com Fonda Rairstered Architect or a Licensed Florida Florida Regla-d Architect or a Licensed Florida Professional Engineer w.e20A61-a2 Products Professional Engineer Fl 120461,81 Products $agj Product Medal. NumberwName QutlUV Assun Preduel Deacddien � Approved 1, Us, Aeonvedfor In HVKZ 2WWALk= Use aggag) Deal, alutuad prey -re Seaa Protlud Modal. Number ear Name Qutlity Aesunnce Product Description Connect Exdrdlon Aporoved Data inHVNZ for Use Approved for Use Ima392 OuhWa HVHZ Deal= t Pnsaun 1 a. TharmrTru Fgw-CMssk and S-lb -Star Nomind 6&009;8 "NoMmped&pml; Opaque 12/312020 No Yes No WA 1 a. Therma•Tru Rber-Clasic and Smooth -Ste Nominal 611 39:8 "N«Nmpaet&quoL Opegw 12131=1 No Yes No N/A Composite Edp Fb@Mim SkV% Dow Composite Edge Fiberglass Smgla Dow (InamnWONSNng: X cwdlgurdon) OnsyAng!OusWng; X configuration) f. ThermsTru Fber-Clessic and Smooth-Slw Nominal 8&s418; qud mpael&yd; Opaque 12/31)= No Yes NO WA 6 f. TnermeTm Fbef-CMask and SmooOFSter Nomind 8W9;0 ")4 r 1mpact&gwt: Opaque 12/31/Ml No Yes No WA Composite Edge Fiberglass Shgle Dow (InvAngiolls mp; X conngUnson) 9 I. ThennI Fber-Clask and SmoMRSlw Nominal 6&sCSA &quo1Non4mpaU&qud: Glued 121312020 No Yes No N/A Conposite Edge Fbsrglass Simple Dow 0nswap/OulsWmg; X cwAglasyon) 14 n. ThermaTru Fber-Cbssic and Smooth -Star Nominal UA9:0 &qudNon-lmpocidquot: Glued 12r312020 No Yes No WA Composite Edge FbergMss Slrpla Dow Modal. Ntm6ar«Name i SERIES 420 ALUMINUM SGD 2 SERIES 110 ALUMINUM SGD 3 SERIES 420ALUMINUM SOD REINFORCED 4 SERIES 420ALUMINUM 11131) REINFORCED 5 SERIES 420ALUMINUM SOD REINFORCED Florida Department of Business & Professional Regulation P,ge2 of Building Codes and Standards 149202C Product Approval Application Detail OUMay A._.. sam Aewoval for use A-d 1w use DoMan SERIES 420ALUMINUM $Go OXO 12rJ12020 No Yes No NIA 1453l4"x80&gW NON -REINFORCED SERIES 420ALUMINUM SGD OK XO, XX 121312020 No Yes No NIA 96&qudX80&QUot: NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No N/A 145-3l4&quoWSAqu C SERIES 420 ALUMINUM SGD REINFORCED OX 12rJ12020 No Yes No N/A %O, XX g6&quwx98&quw: SERIES 420 ALUMINUM SOD REINFORCED )= 12r31202C No Yea No N/A Florida Department of Business & PmbnkmW Regulation Building Codes aid Standards Product Approval Application DOWI Peal oil lammle R111aa4V Sala Boom 20 Ms DMLBssa aft ma !mama B&MISa/r[ gems ANiNKAilllme !malteds( YlI1ISd lemaml FMAMFVM Aooed fist Revielon 2017 CURRae Oelslon of AAM Inc Dseaoara UL LLC Ted beamed, PE 11111311103117 10062017 1210&0017 Approved c•t4wYErWlw DoaS )0"sm4o DACM*wrEWW Dow C"Mft(8gym Coplwm WNnt Consistent Mark w LMV In adrlLam AN6KOndibr1mm larmdforuse mad Man tY6! 2LVVALMMkORL21M mJtiM 9WYLk= Bob" Leah 1 WT. W, 727. 747, n0 847 S6+Oe wt Pon of Dews Fatah, Glued. and LOuaared 1116,01, aid Pala of 12412025 YM Yoe Ya 1" IlI w .slot doors. Composite Edge Flbomglass Single Dow 0nswinglgAsvang; X eoragurdon) Nominal 68439:8 &qudNon-Impactfidpw: Geed Composite Edge Fiberglaas Skills Dow 0nav4ng/OusWgg; X cawpaa on) Glued Compmke Edge Fborgi as SAO Dow Florida Deprtrnrt! of Bwkross & Proeesanal Reputation B(tildkng Codes rid Standards Product Approval Application DNall Pape 1 w 1 tawis Florida Department of Business & Profasdoral Regulation set 1 at I Building Codes and SterWaW latmole Product Approval Application Doh. lSAluvM Sob mokm bb Rot OMR&AOe am me MEMO Mmod s geed YlttrcALWmt YAI1IStlet YISBWA Ambow mrhommr homfd mm Romblon 2017 ThwnM.Tlu Cerpwe6on R1dt VVdta HatkaulArsw.dssbrr& Ryan J. leg, PA. IZFJ02017 0621=17 12a=17 Approved CMIO . Edrlor DIM (419) 2WIT40 a1agw*m laolbdo (11113) 7a74aM 1 aWranp Edwlor DoorAMMIOYS All, MOK16l�a0RWRama. camp&." Yrba ContlAeetlon Nark w usba; aaa lel B290MON&SMMNKAEOMtmAatOsatlsssa goedoldmWaOs IsIAIM ONW&AM mimm Less 1 a.&*WtCaaM 4,oUgot and&glMlAwrdaMk by es and gal OMM aid cloned F600M Dew son limit 27 No Yoe No FOR ThmwwTndgwt and WMed SMOOL sonar and 13at•a1 Florida Depar6rlsnt of Business & ProlNssbnal Regulation Building Codes rid Sunda ds Product Approval Appgeation D" peptal II IAVJD1s 6tl9� fdo nooks no MISS 2MLan a Oct BtltillBl nos lnax Mtn go 9MLam ea get ma lids Bamlosm 9EM mmeLaml YlYldet YaWsma lsellod 9Mdsmal !aorta item ma Yde MEN&Ao[ am" SubEAMi lWiAMM YaldWi fiessoled FMA-sml m®Mo AMR ROWWO 2017 Copy &a" Pra&ai Cen4" Mrk Westerfield NO"* TOO* aenbn rid, GO V M N W 1129=7 oan1YJ017 12ML2M7 Approved PAVWM 2D17 Clown -, Pn&ab COepay Mark WssbrI karYk To" Slinks all, (dry PAIaMer 1120101117 01101012117 12N61A/7 Approval Cduamy: E - I Dona (513) 7766062 kit. (513) 5164W Caesar: Elder 1 Dews (613) 77641062 aw (513) 5194aM aYkCausai: ftMM Etleker DowAfeubba aMaMmkMdOdaMy.O*nl bob0easy:68wbMlm1 11 DOWAMessban aaa'MMar6oMapy-Owe COWWOWr Bala! N Is, -1 Mak w Lb&p Co pro a ill~ Caatl6M6m Yak w Llearna BLNIZM Pmd.ok Ai,,,W *w U, ASo,,ilocuse NNM ante FLNI§27>9.MEISOWh anoLasmoa Aemmd1,U, AnmomlfocU, IlaeIS gels lmal bo eLROId E MpmIS&mkooNLR t on HvNZ gowiLt Ji aemmn Eesms ME aMONLRnodlft Mime Iambi Lo o As by z gmimLm Brmme betide 31 03710" FA142F1a1: sal, 94, 73. 75, ISM, 1 W, 70, Sew Pam Oft. 25 OL) 6YyaCR (lip to9'P Wily ODMA a No YM No a30 PSF/42 53 053 vA-is PAN-2F'163: g1A, 61, M 75. 16(m, not. aster. SMM Pan (aid. 25 go.) DouOlCW (6S so16P amrAmt No Ya No N0 PINII YOV, 4RM, 4ROF, OW, OW, 2R6r, 48.42.66.4&B. VWCCODE8st74: VA Gamete Door PSF 4RW, SM. OW. 411, 42, $6, 4W 429.509. Goes, wW) WOCOODEae174; VW OMapa Dow PSF 426, 569, GOW GOW. 011158. ORWV. ARM. ARBBV, 0065V, OrW, ORs6V, ARM. ARM. ED6a, EDWV EDW EDWV Florida Deportment of Business & Professional Regulation Ptee203 Building Codes and Standards 120r202L1 Product Approval Application (Wall F1d174U4S PWdUr". pt chat D,agdp((gp Comrur Expbdlon Den gyHVHZ OUll HVNZ gaISpa(n praamg;a 2 185 SH 52.72 Fk1lFtange Frame IGISG &%I. Mang I0n)82C23 No Yes No .801-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 d2 2a2oao S9a - Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FDtlix or 291 Mate Dole P dina Fee. 2 d2 sm2o2o Mlle Endo, CIE Date Pending gplg IYat YalIOD Bi0lairill� liQariGl EGA ValeISd.BL Y : AOaL91� llISYi limns YJ� BJD am ( Endo, ar&UMvre validated By FBCAmrowl AQatpYftl Reviagn 2017 MI w,M s sndDoors Brant Sklopx Am- Arendedural Seven M UI PE 08A412019 WMJ2019 060072019 Approved RMtron 2017 PGT Industries Category: !Mir o Jens Rosowsxt MIAMI-Dade BCCO-DER MIaml-Dade 13000-VAL U225M20 01272020 041) 466-OIDO (786) 315-2590 0228/2020 Approved Category: Mmdovn (717) 365-3WO MsnufKAM I Asaoelabon 1717) 317-8454 SmCwyory: Fixed 7osoesloQp9adusmes c armed Fixed bsMlwcmwd.ewn Compliance Mehod: Canllcetlon Mark w Listing am Compliance III Cartill-bon Mark w Usting FL#2434W Products QW(ty Assurance Airwoved for Use Aowowd for Use Nlwatt Design A9n[1raCSw till Aaw-d for use Product Descrimson hosed ROM a Ro&mt M«W. NUMaw Marta Product Daswbaon ContractContractExpiration DMo Ir�Z DUlside HVKZ R.M tent sure fee PW5520 (Large MIAMI lmskd) Vny1 rimed Window 04/WM25 Yes Yes Yea NIA 1 185 PW 73.77 n1W.W Giese 041032C23 No Yes No .8(/I0 Florida DepaMMM of BusYnes or PM%UW al Regulation Pop I of I Budding Codes rid Shndordo IM=is Product Approval AppYostlM D" l3OYS0Bl Sells Mims Moe not Mrtr,n pit ma Yds Belies[ nasIS pISeatAllers )mmlodk )mild himOd fBQA®ml hoMod own Pavlabn 2017 Thar,.Tn Carpawbn Ronk V*w Lyndon F. adpwd, PE. R)en J. nV. P.E. lomem17 1(WMW7 tOMM7 121122017 Appnood Gaeear: Esak r Doan (419) UO.1740 PE4340 013) 7a740M s&caeoa.r:e•asYpEtarbrDONAnanlbbe MWQrvAMpmewaaM& CMpews Islands, . . RI WAwm s am Fonda RoOMPW Ar~ wa Lbeswd Fbride PmknbW Ent aneor aguNksLumhmk MarLasste hmmuLkYa asamoLbLme more gale le! maOL2MEk e gmamammbsuLoo lelffiZ !ate Bohm P- I & 64uotFbwcmsdcgwjot. 6gnntaanaalaes&pnk. 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OOaa Jaws saaraa, P.E. 0026/A17 Oat MI? corAM17 IOMWA17 Approved cabaoy: pod Wes (1" 3401 PE-24121 307450 odcayoyc wAft Pke•lnwg2m4Lwfu" Co•psua Wise! E W.WAm Ropwt Acne a db.am Fbdde Rogkb dAratnbct a a LkwaW Fla1de Is At Enaraer fll1t1BlBL[idmm pmsdesm� ANEEKbL mt Aemmck ma lad Male tmal Smrmnl> pte m200ii gmwAtt= Bohn Lade 2 1409sPhnk Lap Stlnp tow-cmm be SMMp 12/s12M0 Yes Yes Ns W Florida DepaMnrd of Business & Profedornal Regulation Building Codes and Standards Product Approval Application DehN Pepttl II 1am1s B 2mb 1mlmLot MISa OmLbmlm Mae net Ylmma Beies[ 92111IS iaWrLAJmtoe Yladmdlol Y/IBIStd Alsolood MCAMMIA aatmd No Rabbn 2017 Copy ll I PMdlab Compwy lark VWB$brkw MbAt Tes" session NA, on Pbtar 112ml7 WOW? /2/062017 Approved cbpwr: Ebrier Doer (613)710401112 lot (613)51945M el&ear.awr:8arawalEl(WlerD*arAarabtaa man4lsYdOMepayapmr Ceapars Mott CaMbstlm Mark or LIMMp M9steLArleet ASao dfwUe AMMOMKue wm psis AKI gaimazomingamb it." L MWeellYlli BYYmd Lasalle a6 096 Vila-M PM&W Ir: 73, 75. 840k a. 42.46, 4211, 4aa, Said Pan san. 2691.) 6kgb4a (VIA As 07 aids) 06020110 No YM No e36 PSF/42 4RM, OW, 00es, Wits, ARM, EDM VWC=EW 74. W60smps Dow Pap Florida DspaArtant of Barw is & P kill" nal Regulation Passe I w I Building Codes and Standards IAMIS Product Approved Application Detail ZLADAM Surat Zeaka pie Ids Olkho" no ma Yadss mombo st Gomm lowEL Ltrsor MINK l Imm" AOMl arlau mo attmfd Wm Revblon 2D17 POTM&AMN ommmod( Wmm.ada aCCO-Celt MW40@"DCCO-m 121211121117 12amiT 122ill Apprevad CtaaMy: yW(doWa (941) 4B6C100 (7aa) 316.2M sllbca4a•Iy1 Skew 11kn5 dnwk M*skkraa•+ Capbos Mesa! 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Mnnawa dnMkN. _6lldun - Am Cegaslnu resat c, .1 lion Wok As Letes BA2K4til tadob pmpr.Asmmoe AemmimLpl AMEBMUKJM am Omle ltel PaISlISpedISle SmelmlLNNNI KOO mJBali 2099L ors MEN= paten / Wean for Al Daon and V9andowt Nuninam Wear os/mmi Into Y44 YM WA lYnl.9Betlt net �e Bsdotea PAL No 20M AMW CWaery: P" Wets seacos a ear. •wee Co 00=n ells*& ErakratlM RAW gam a Floral RsabbledAA~ As a lbwsd FlanOs Plasm" Enovw 1 L &gmt2rYPMt SON Florida Department of Business & PrWaaaionel Regulation pop I At I Building Codes and Standards Ism a Product Approval Application Dahu Boom go gaLboom 90 Nick Thompson Lyndon F. SWtdt P.E. RyonA urn, P.B. 111110MIT f01111y"7 IWII 017 12112fA17 Approved Mq 022-M PE43409 (813) 707-00 nv-vas-osbmSown amilLAsoe Asamdmcue AMMEELbLue hard pale emaoLoom sle tueatisatamaMa IN ""a gummLim Bents LAs)s Watt a Seal V6*son 12012020 No Yoe No WA Florida Dsprtrnerit of Business & Professional Regulation Page i a 1 Building Codes and Standards tame,. Product Approval Application Detail Malang" pit Boltz aft pro 20LBM" aft ma Yaffe mmmumm gave AmAN LALIMM xwmm Hl YAW" . M2ANK d aeema fovea PAVWW 2017 TMnna-Tru CorppeMn PJ*VIOaht MOWM1AOW*dbtbn& Ryan A long, PA 11N2=17 021/J017 12rzm? Approval Gabowr. fthAdw Deae (419)2011-11741) museanw61atl m (8/3)76741M a12CM%W.I I -I 1p Ebllor DWAaaaban noarbl.bkVcmwkldL Cow*NM M ill~ CNWmdon Mark or L-M oam AmemWkJim hominLO.Um kd 21de Aar!BMANLOKIME Oaehe&mmoonaa 111lana edmiLuti¢ BloWla Less 5 & ipMCam09tln-84r9quoC wal a41at0wwhm& by 04 and 96) opogw sal CMgsed F9xpim Door ash 1231=1 me Ya No WA Tumb-Tmagat Sad Wsna." - ImeWalpand ON9Mp Florida Dopablmlt of &*mess & Professional Regulation Building Codas and StandWa Product Approval Application Detail lid SM so" no Go BMLMRM gal ma mown mmmb m feISSIS BdSs-AL9ee XdOM JeI Yaamd llimda FMCAMMd ANNEW sma Ravmm 21117 POT bx%NMN Dnn Rla& MMnlFomm 90Co-Celt MWnnOeda 0=-VAL 120111A17 lin=17 121211 17 Approval Cob", r0awbr DOM (941)4$MICD (lab)316,25M OW4$bgasr- SNMO F3dsrlor DM AWWWAN dame 01 Cowfou Meant C*dB=um Mark or Lb6q guilLaeooa Ataomdffi!Ys AemrdmLUM term 2idn 1e! GmilltMeddoa glesnlsaWlmaa.e Y,1lOC MISISatll9li Bmmlat Lattne 10 BOD•0670(W UMobll1 4 Vogl WNsg Oats Dew OW4111 1 YM YM YM WA i Florida Department of Business & Profession Reparation pop l at I Building Codes and Standards /emote Product Approval Applksdm Dotal M SM so" Mee Mee 2slme6 no mt !mama B odaim SaamIS isiOKAU h Y11WWaBl YMM" !mired l7leA=md Asamea ttmu ft Iwo 2017 cbm&Afae pro ompoy Me1k vkdesaeltl bkww Taag esrvkao NA, am Palomar 1126rJ017 6WarAl7 120N=7 Approved Cmbpar: EdMw DOW (513)77040s2 be. (513)61946M aabcameor. sed"m seborkar DOWAaaam06M �yaom ca.pNaas klmd t OwNcition look w Wllg smmzwuzmam gmdkAmom heave mLies ASooWfwtme be pate YLl EeedMaa9oYe im6maISBsratlaalLY ILlai>Q 9rStlSLlalP. BdWn taslfn 102 102 VA-10 PM4F/63. 73, 75, a4a, 04, 42. 4a, 422, 40t Slew Pon pllmn. 25 gat) Doubt-Cu (9'Y to IS'7 96212026 No YM No .37 P3FA41 4R6r, W4$T, GM oaaa, Alas, ®Se Wilk) VANDOODEYM4. Wa QMP Door pep Florida Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards 112 0 Product Approval Application Detail FL ^4IAT P A& e: OuelNv Asa•- Acalrgyedl, Use Approved for Use IBefd gaa194 §pq K Product Model. Numbw or Name Product Dourlollon C And Emkdlm 0Me 1H,Ng Weeks HM )l.Al9ed Print - I ai3mium Meta� mEmbom Revbbn 2017 Jams MRFA sitar,@ Prodn.n, ono. complain Paid Wasp eWabaw .. SM% Coryars absot EMlualee Row Aram a Fbdds RmMWW Ancients a a Llpwaal Film PlobMbnat En~ fee 1 Cemow*LAP ekana Florida Doportinent of Busirwa & Professional Regulation Building Codes and Strkdrds Product Approval Applications Doha Pass"" IAWM. Blow go glkzm� no SM" ldeaAMl YIWISdBI Yam li &Beal" f bmu m/ ttms PYpowp Les Rensld I. DOWN John sotlala, P.E. OL25I2m7 OLU=17 Oe2a2017 100102017 Approval W" 349av PE44121 (362) 38, dla cam gooLa ■opt Aemdtbcue AS® wjKmu mats ntr® &160L WAdOM gtemsl Bs INN" OeWLt= BISYmn Lase lbel-donMd lap sMkg 12212020 -....- - -- YM YN IIM NW Florida Department of Balriese & Professional Regulation pop 1 w 1 Building Codes and Standards lmmralr Product Approval Application DGUH ma sob so BldWm foals BdaaAlmam Moslem lwm Y ldd ! MOM am Rd bbrl 2017 AWde N * ThupSM Lyndon I eatwma, P.E. Ryan J. ray. P.E. 10111,102017 %011=17 1101114017 12/12017 Approved cose.r. Pun VAtaa (330) 022- M PE43409 (sly 7a7.OW att(brsary: a*aes ntar.po-omb u rlwn Co.*Nmwmtrwt Ew6us I Reponramo Fialde Is 91 ANhUdwoIJsalsed Flalds IF obado Enpaasr plteLaeise! AammmikL(M Aoometllwuu mind Male !el EM&OLplOME 221NELInksmeam loWAfi gWYtt= mom EMOM 2 0. A*NtANane T4Mpwt $ea VON a Sail VNy1 SONA 12Av= No YM Me rid -a--a N i L a) L Q Q O O L C CU -0\ �{/ CL 0-0 U O -a C C 0 L N ICU O U_ ICU .D ^ -a O �`I O i..! i \^V �'12^ Cn Cases O e U � elm C/) O ICU L_ Q CIO CL U O L_ V °- VI V m w Q Z z Q J a SHEET NO. PA 1.1 1111 _ 11 r III' III, If 11 1 11 1 1 1 I ! V 1 I1JII1L111 P1 '1II Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 a3 1/26'2020 Florida Deparrrent of Business At Probe@ W W Regulation pose, a l Bedding Coda and Standards IAMIA Product Approval Appftndon DdO PLAIMSM Sale somm hat lwwm tlomlaolaM good SO 20 LLIMM idiom* As was 2017 LV. 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Npmba a Name RIMI txsr:rotlon cmyaM Ihmiralm oats jq,�j owslea Nwu plot- rat 6 No 15 UL Aspheit saturated organic fin 101182021 Yes Yes NIA WA Florida Departrnera of Bwimn A Proh■lorW RegWatlon page, a n Bulidhp Codes and Standrds tarn,@ Product Approved AppllcMbn Dehd tlwtlkffi GM Wa life 2MLlMO■ geld has boor. NOMMIUa earned laBYrcilwMte latllratlt8 lrfmilal f tmad EWLANI MM Armen am& ft ww 2017 LV. 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