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HomeMy WebLinkAbout3022 Lytton Hall DrINDEX 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 STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALTorALT. Alternate FRT Front REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing WP WATERPROOFING DETAILS. BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R,O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf r PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CJ r /J Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights El M FE] El E-11 El ❑ E R CJ or r C Control Joint HIS Horizontal SPECS . SPECS. Specifications � CLG or Clg. Ceiling HIS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) Q COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square EIME]EIFE11 COL or Col. Column INT or Int. Interior STO Storage L COMM or Comm. Community Kor K/Wall Knee SW S.W. Shear Wall D [711 El ElIF 7 �E] N COMP or Comp. Compressor KSS or or K.S.K.Knee Space SYP o or S.Y.P. Southern Yellow Pine FE CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar � CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered Ell ❑ [7:1 El FF71 FE M ❑ = CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken o D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry J DBL or Dbl. Double MAS or Mas. Masonry TOP or T,O.P. Top of Plate LO DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder o DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring i DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window �5 DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical <c DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter ,n DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam M DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor c^tv EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) N EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater Q FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet 72 FDN or Fdn. Foundation PLT HT or Pit. Hit. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES 3 FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) Q PLAN Ai REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL N !'1� V R V �7 V �7 FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT Q> IS SIGNED AND SEALED OR WHILE 12-8-15 2.0 FRAME -WALK REVISIONS CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-27-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR o COMPLETE CODE INFORMATION ELEV. Al - REVISED BANDS BACK TO 05-20-19 3.1 Notice to Builder &All Subcontractors ORIGINAL DESIGN It is the intent of Designer/Engineer listed in the titlebiock of these documents that these documents be accurate, providing Licensed 08-27-19 3.2 E N G . REVIEW FOR 150-C MPH 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 C 0 09-20— 1 9 3.3 ADD 8'-8" ELEV. FOR T R EVESTA responsible for any plan errors, omissions,or misinterpretations C. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the Z information found in these documents. Any questions regarding the information found in these plans should be directed to our N Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: ALL WORK LDI SHALL CO) W' The Designer/Architect and engineer of record (EOR) have no N CODES FLORIDAF SI-�jNC ������ control over the construction site and shall not be responsible in o NATIONAL EL • r any manner for control of the construction site including, but not AND N HE CITY OF ZIEP fYR41ILLS limited to, scheduling and sequencing of work, jobsite safety, and ORDINANCES ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason o whatsoever. The Designer/Architect and FOR has no duty to v protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, o JUL/� vandalism, trespass, or any other peril or condition, at any time, C' W W JUU 8 A�j/� expressly including, but not limited to, the period of time before TY OF �4Ep UL ti construction, during the construction of the project, or after 1551 m RL construction and the Designer/Architect and FOR has no duty to -0 take any action or preventive measures to protect such property 9 against any such peril at any time for any reason. 4 0 W/V o• c: r E ; P?or`SStiO�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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E co pip Q O 8 N N ik OOO p, �p J 0 yM� y SLL— uJ a M w LL a �mLL aaw 3o Z � U) �a�9 W.m0 W mom`° m�a W 0EZ> on 0 Z NQccooZ UIL OO Z °d ❑an W Z N S ED z o J CST d. N M Z N CD o 01Lu ty' r N Y 0 U � w U c E Will �V) N N U w � 0 8 i~ = C) ° c �' iu x m r• ¢ m 4m o w M z o Z a J L.L z o 'OO � o ZZN E Fz' wx 9 M 20 o¢ soo °z C—:,�z CV � wo wz w,2 L to - Q o y yo m o 0 O, >z ZCl)C J �m w N 3 Q 3 0 OLL a0 a NW W aLL �3 o� >O C:)m¢ a za �3 NM cyi J m W \ / m 0 T— O � > 0 _ O N r .� CD LO U J T— LO r� T N N r ai E o M M d z Z �; E 0 V1 2 m a -o °3 U 0 c JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. C S 'O 0 0 J LO N I N a rY CD S 0 0 J LO N 1 N c v tz Q N N G. C C i a 0 U v 0 "I .o i a 0 0 x LZ 0 0 0 a N N 0 $o C> 0 m do A O H.B. S3 TYP @ 1 STORY 25-SH I AC PAD ITF1r `� wo 10') T �� M FIBERGLASS P I BERGLAS URROUND C14 - 15'-03 a 1„ - URROUN T-0" 10'-4" 10'-5" -°^° 461L 2 q O '° > -G�-EA4 64i 60"x36" `O' TIT N 'OWNERS SHOWER 'ro LG. CN N A O �� N T SUITE �T `5 BEDROOM 2 SH '-0" T co , I BEDROOM 3 8CLG. 16" DEEP ( 8'-0" CLG. CARPET `" j 8'-0" CLG. I CARPET 8 I "� 8'-0„ CARPET 2'_4" 4'_2" 3' " M 8'-04" _? (3) 2x4 #2 SPF ��s� W I.C. I 2668 H� 2668 A S3 S3 d w/ DTT2Z to AHU l N 8-0 CLG. I 4068 B.F. O 4068 B.F. TYP @ 1 STORY TYP @ 1 STORY I166 CARPET ---- ---------- rN - - - ---------_-- �Q z R&S-------------- -- 74 5'-8' o 0" 4'-0"I R&S N R&S 6n2 R&S -_ f- -_ -_ -_ - 20 8 ----Bdj H AT 7'-4' G I I S3 (3) 2x4 #2 SPF FO ER ;n w/ DTT2Z TILE I 9-6ICLG. O 17$' r co 16'-52"I ,� 8'-3" 6'-104" 1.6-8„ T-48" � 1 CAFE I K S3 3068 0 o E vj O I 0 (D VAULT. CLG! I ----------- -r LO CARPET i , I I BUILDER TO PROVIDE - - 9 PATIO I I I D.W. I (I� 1 I CO APPLIANCE G.T.----- I I I N W.H' In PROTECTION WHEN CC F ----- REQUIRED PER FBC S3 I D I I s3 ENTRY 0 io 4'-0" 2:12 SLOPE, I o I I; a 1 o _ O 2'-s" _ -� �� I' - i i CEILING L i CO R IN Wl 8'-0" CLG. Q c z I i O IT 1Ix 0 I I I I 1'-4T 1! I I I I •• �• ,ca I I C_ _j - I S3 1 1 I 1 I I I 1 / 20'-04" T LE 2' 2., N 2' 6„ 1 --J I c i II O I I o I I tY) RY W Mu I I i EDGE OF SLAB 2" I Q I I BEYOND WALL Lu O o ie o - AN „ - - - - - - - - - i i i / _ OPT. (0 `° I I W I a� A / N TM --REE-4 iv DEEP DRYER VENT THRU WALL O 5-SH 16" ,n `" x 2 CAR GARAGE `o / FAMILY RM R&S __ 8-0 CLG. I 1 _ 41_8LL o // 15'-02" VAULT CLG. - 20'-04' I ILd / CARPET H NS N BOX GOP! D / I iv N I I I I TYP a w I Ilk J. I ip IA I K @GARAGE z I S4 OPENING t / N -j- n L 2868 TI E 2 68 o N v I A S3 TYP­@ 1 STORY NO 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 � X 25 4 S.H. 13 20X38j 18jX37j S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20 X 72 18 J X 71 j S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 1 H3 27 114 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 111-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H.. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 j X 63 36'j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.N. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 � S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 1 52 } X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations.. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" 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" t�q +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 T +28.3 / -36.4 +26.6 / -28.0 +26.6 / -32.2 �G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. / i 1 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 1/4"=1 t-O" (GARAGE / LIVING) ' ; k 'r �;;tttif3fd11�Pj�F, o •s• �>� �•"��ESSI ��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. h QO E 'coo oD8 c C) N 'ID, m ti I) MMh N "o pNp LL _j 13 oaLL uWaaC)LBL ran aU)�Z w �W _mm O Wao o- 'm-�o �Ea LL a MBZ "6 "t q0 N Q M z V I- J Z 00 ❑❑❑ W �"2 N z S cc <C [l N N Z O Li � W O,�, N C_ E o MIN2 � U m W m E o g U o a, c to • ® Q Q o ) � � e10 t0 w) M i c o� z J LL E z w Z Q E Wo zs oa Ito X o Uo aE o o o5 z N � L <o SZ wz � C Y mQ zol ¢Cr �z °o1 z o g WCLm �o az �K �z � o Jz ¢ �r �o 80V o a o �M C = ` >M _I L is ca > 0 r O �O '"` L > CL o Q0 F_ a) c h 0 C:) C)) U') , �• T >..N oo T - L0 r .L N O M T E '= co :3 z Z EM O N a E U J Q 0 J JOB NO : 20-2750 SCALE : AS NOTED SHEET NO. 1 r Cfl 0 0 N O M OPT. REF. %__ N N KITCHEN ISLAND w Q MEDICINE CABINET KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR /7// OZ OZ 0 > C4 � co M M M CO r- HOOD 0 co CD 0 N O M 0 0 0 RANGE L 777:1 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN 0 r NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS RODS z SINGLE TOWEL BAR IN ROD TUB OR SHWR. M TOWEL BAR a ON BATHROOM WALL F' SHWR. o VALVES = o 00 Cf% SOAP � 0o C7 � o DISH j LO LO 0 0 t M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY Io t` MIRROR OWNER'S BATHROOM u 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 BRACKET 0 36" H BASE FINISHED CABINETS - o COUNTER TOP - 30" H BASE 0 00 LL U a co O 2x T` } U 00 FRAMING 1 /2" GYP M BOARD — r FIN. FLR. 2x P.T. SHELVING _ CABINETS - LN O N m ISLAND COUNTER � O CV N FIN. FLR. 'Lil J CABINET BLOCKING BLOCKING AND MOUNTING D ETAILS .SCALE: 1 /2"=1'-0" f„ n _ ry - Y l f _ l�\ W Q MA . 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. F $O N (0# V MNCV N allo LL r vi M N 7 u LL W a ei a LL M W fA aLu EL z �U� 0 o �a)o Imo W o rr- 2 Earn O a LLWio Z rn :9N a N Q M Z V 0 J Z �� ❑n❑ W M Z N o — 5 O z In mom Z o _ Q S J (7 O� N U) V15 — M Z v o` (� � V LJ-r d � U o N ITS —lo W c o O f— W 05 E 8 zle = U o c W 4, Q Y m Q D1 O) O W M z�O U- zo 00® � >� Q o o U ¢wz Wo � U zol= N ado x r6 r .o N o zLL Y Z m W z o� o W Q 3 W � � U a N W sK ci J �w x c 5 a OU3 �M 0 N = 7 (n > 0 'M� r1( r— O > M _ Q o o m o h 0 O LO LO . v Q J 0 r ci O r M o Z E O E N m c a U Q p JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - --- 1 _0- l 1 " x 9" SMOOTH' TEXTURED HEAD/BAND —� TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0" r7 L] F1 11 OE1171E]EIEDE]El 1:710 7p] 0 0 0 Clfl',IT 4' RIDGE VENT 98,1 12 1" x 7" SMOOTH TEXTURED 5 -- --- SILL I BAND -------_HEEL 4'-8" / — — N _ - T.O.M. I -I -HDR HGT. - - - - � 1 0 Zo io ® 1„ x SMOOTH TEXTURED SILL / BAND F.FL. FRONT ELEVATION — Al 12 �5 SCALE: 1/4"=1'-0" 19' RIDGE VENT _ T.O.M 2' 0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. TEXTURED 4 (nP) CEMENTITIOUS bD FINISH ON C.M.U. (TYP.) ------------------------------------------------------------------------------ F.FL. LEFT ELEVATION — 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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. s' l� r- i x11- •.% O� ui Y e, try�f 11 \ rf EI'FEkrt�t�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WE v` CN 0 0 0 C, Iwo c0 aro to N (0 0 MNNN M�N- J hooLL 0) _j — M LL _j a y >C'u W ' ° a� 13 Z Mmo C of0 OG W = N rp 2E°'O' �p <�pa Z LL u N o N Q m Z cp d O Z �d U H ❑E7❑ W co z N o co z g d N C-4 t/ ^ / _ (Q ♦ n O \J tL 03 •O N p W O < _ W Lv o N U 00 o 8I _w � m U o °� o orr � w M z z LL_ Q E oo Qs o E Z® Fc6 @ O s oo o¢ "p o o Orr Z N � ap ¢o a z �w m Y m� o o� Z J ¢ z to o N o5 wo a W C� ¢o hz =w =3 O aF >o 80 N a 0 3 N C'M = (D > ...,� m W \ m CD a 0o O nC N T O C'4 J r oo LO r T N N f ai O CM o z c E (D E `—° 11 o U J -0 m ¢ O aci J JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 3 TAB SHINGLES. ROOF - INSTALLED AS PER MAN UF. SPECIFICATIONS 16'-7" --------------------- ------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -------------------------------------------- 19' RIDGE VENT 12 5� 12 �5 ---------- T.O.M. ------- HDR -----------------------------------,------------F.FL. REAR ELEVATION - Al 4' RIDGE VENT 12 �5 SCALE: 1 /4"=1 r-0" 1-0 T.O.M. HDR HGT. - - - - - - - - - - - - - - -. - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TZ-0" - - - - - - I TEXTURED o , CEMENTITIOUS � °0 ; FINISH ON C.M.U. (TYP. ) I I I I I i F.FL. i RIGHT ELEVATION - Al 1 /4"=1'-0'r 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. i U O L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ( Q ago E <o pnp 0 N N # O CO, OO 1 0 CCD b N JLL N r N* J rn 0 — LL _ a ) LL N LL t/1 M W u >_CL Z _ qa �0v 0 ~ 0 Oi a;o 1=m ,5 N m < W ILZ 2 E T oCL °'ENO z0=n N Q ru Z U Z � V ❑0❑ W Z N O co (gcoo z Q .od Q - J Q N N 0 O] z U C!J y W p � a O V) W F o o •� j � U 0° W �- 0 E = 0 g 'I ' 9 U ovoi 63 (v tffil o 4 o W M o o Z z LL_ E zo >o <� Q O U E w° z® od F� CM$ oo Z O C Nw H z Z (6 C Zz z OY �m mo o z en J �� ¢W gz uNi N Q �� $� wo o� Jo az nw W ; z �_ Q W ¢ ,o a. n o a to � ow 2Q O� Uri > n 1 ai ccc W m 0 N T O C L L I1 o n y � pp o N T O LLB LO �' N oo T LO r— .1.. r N N E © CO r o c E O N o a. U 0 Q p � JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. 3.2 2° 1 2" N VARIES *NOTE: FOAM TO BE USED ONLY WHEN 1' 10 12" CAP 1" RADIUS 1/2" RADIUS 3 1/2 RADIUS t- �M CAP REQUIRED BY SIN 3/4" RADIUS q iv M oo = SPECSU ICOMMNF NOT,r DETAIL TO BE 1" 2" OPENING VARIES 2" 2 N BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES CND rIN 1" OPENING VARIES 1'-4" 0 M 22 ' VARIES 1� 1" 1 12' VARIES r104 1" 1 1/2" RADIUS T 4" 34" 4" 1 � � N 2" r � 2 1/2" RADIUS LO ('il•V' CD c - OD M�v M� VARIES 12 ,,, 32' 11" 32' 1" 1" 1" CO N �N 3 ,,, 2 2 BASE BASE r� 1 „ 1 '3„„ 4 4 1 8 4" I � 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN T REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" 1'-6" 1" '� DETAIL TO BE 2" 2 BUILT W/ STUCCO. 24 EDGE OF OPENING • 0 1-1/2" THICK 1-1/2" THICK 4" 10101 N 21�� 4 t I I I 10" 6" � N iN eMst 2 N 2„ 4 3" 2- 2 NW LU rri 1-1/2" THICK, 21 4 -� 2�� 1'-10" , 11 52 1'-5 52� CO IN 1'-4" 3„ N - M 54 , �} � & 1„ 12 O lffL„--,aa'ffL VARIES VARIES 1 �� 2 04 I SIN M I • VARIES VARIES r4l" 8„ 1, IZ �11' T �_________ I i14 ; iv I 00 �1 �ti 6" 4" nNE0 KEYSTONE F11 00 OPTIONAL Co i ,Qs co 2' 4y' KT!E 3 L3" j- . OPENING 4" 3 4 4" WINDOW OPENING 4" 4" 2 2 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1SMOOH 1-6q 1q 12 2" FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4' 54" J.-J..254" 3'-8" T' iv 1 4" 3'_0" 4 r 10" 1'-4" 10" 0 iv io 00 _ � d• N �o N 1, F4 1 o Sr N co ZD;;t ro M T T 2 1„ N� �M ( 1— - o 1 1 1 1 GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM `t • POLYCOAT (HARD COAT) Eli • ACRYLIC SAND FINISH =1 t } -40 T r•• . vtG ��o 5 '•. � , 1. cr R Aet/e,/0!!I!!ltl0 \! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q �8 N� O O O N FA�% 0 ✓17 (fl J c') N N C N M cp n .�+ ,-Jw a. LL 13 13 W N C'WOF Z -0yrn c: i R C m 2 9 CD 2 E"m Q 4 W IL� LL z a W.m+Np 6p co 5 N Q M Z U J �d Z ❑M❑ W � V M Z NN M Z Mal S J M f1 N W(A _ M z o Cz ^' -J ` V •O V) Y W O d Q ZV 'm w E r— o �) map"J U m m t r— m E O 8 i aim•.. = U o y Q X � � J W M CM z q o z U- a oo z E > N E U wo Z 0 oa "0 (O CL O E N 20 X U Q a b U W az wpo <o w • (� _ C z Y ma m� O Q zz Q QW Z Cl) N _ o� 0 U z aLL J o w w� >_ to d za a r �3 NM � iM m B W ns Q � O v (01 � CID co N T O �' N LO • od '�^ Y , T r N N N r E O M r- ns c (� i z z O N 2 c 0 E U Q p c JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET G F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VEHIF-Y MC I ER CH CHIMES (OPTIONAL) CATION WITH BUILDER PB PUSH BUTTON SWITCH (OPTIONAL) 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 00 AMP 1 20D A#12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 0 or 4/0 SER Alu 200 amp 150 amp CO. FEEDINTERSYSTEM jQi8confePOWER 4 Bare Cu Ground BONDING 4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 14,250.94 _J// CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. {-[sD 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 j] ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T L17 OPT. CEILING FAN 61� (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" V f 0 CV 0 c� co 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 a8 N pipp O V N ik O '8' O O) M M N m o, (p J LO W LL •3 J r .� ILL N LL ,J d LL a '6 fM > c W - 0- 0 Z v & Yo z m o Imo W motet° m W Z 2 E- a)mLLO NaZ o y � o J Z ° 0IL off❑ W �JM z `14 o � O z � LD o z J M C1 N _ M z u- GX � w o � a 0 IU1 v , e w r �_ o N o A r— U C° w m r— R E O g �I I = di z U o °� m • �0 c � o � W M O LL m E W O � } N Z a CL E° uj <=Wo_ ca E XU O ,O OY Z N m z �o ao az +4: ra Cl)p C �yZQ Y �o m� o O LL }Fz Z z U W L2 LL d w W z of co cr zl ¢ OU '~ci yCM = M rn m W as .� r O C L 0 ni.1O w/ m = Ln ..ter J C14 r LO T 00 LC) r i r N N r c O 0 r O E t0 co N Z z E E ;3 m c a U 0 JOB NO: 20-2750 SCALE : AS NOTED SHEET N0. 4 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 of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4'=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 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 SO. IN. OF NET FREE AREA / SQ. FT. 4 �0���0�,`�9'tQ91lisl�ld6����_tr ti� d 'S� .. '.. rifttitel To the best of the Engineer's knowledge, information and bellef, 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. 9 Q _ 8 N_ cp o�D O O m (G N v OM M y 0 LL �LL N� LLLL LL d � rn Q �rLL aa. > C 0z a�� 0 @a)o Wmo W �EcP nz Boa z N Q M Z U0 J LL 0 . . < W M z N o _ z z � M ^ l0 �-J V V LU �- � n WD U Q W 0 W F N c o o �N N f- U m W 12 E o g mi l = U u • Q 0 Y O CID W M z2 o f Z zd J W w� oO Z <Co V Z® W F— XO U¢ �UU �a Z N @ °do Qp wz -n L . � 0 O mi p O, > z J �' g y¢wo O � U W c.> Wo a F� o J W ¢ F rE0 �'o CC)a oir x o� J a)M >M L O > CL L O O m N r O LO T J od LO r i r c,4 N r M r— o Z ns Z E O in � r`p c d U _j Q p JOB NO: 20-2750 SCALE : AS NOTED SHEET No. 5 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. -]FOUNDATION PLAN IT W z w ¢� U° 54'-0„ A H,Bt S3 TYP @ 1 STORY r U.N.O. ■ ■ IN ■ ■ ■ ■ ■ ■ ■ 1 Iry ■ ■ ------------F——+f�—t—�-- -- —-----+------++---,' T --- ' I 10 17'-2$' 2'-g 2 _g-11$,dl jl -----------l�l °' N I rn r 11 I Jill \ \ ■ I \\\\� II LJI11 1 I ®0'-0" II I ,°° I ■ I I HVAC CHASE IL Cl) BASED ON I I 1 10'-10810 LOCATION ■ 1` 1 o I I- - - - CJ - HU —CJ N CJ I ■ 2'-6"x2-6"x1'-0" M I W/ (3) #5'S E.W. 1T-58„ 1 36'-68" 1 I TYP @ 1 IN 1 1 ^� I STORY U.N.O. I — 0,_0„ ' CP 00 S3 10 CP io G I ■J ■ ■ I S3 I ■ 4-4 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONC./ PAVER TO BE 4" ■ I HERNANDO COUNTY ONLY BELOW FIN. FLR. r — — - �„ 7 1s 4'-8" 1 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 2-6 x2-6 xi -0 PROVIDE %2' x 9" �' L iv I MIL VISQUEEN VAPOR BARRIER I W/ (3) #5'S E.W. RECESS FOR FRT. DOOR S3 `t o0 -3 1/2" ( 16-11$" 8'-64" -3 1/2" SLOPE LO J — — — - - - - IN'- S3 CJ I Ill III I I I D.W. III I ��-� t b l ■ I ^� 1 I I I I III I I--__--P I I l rr ,W.H.� / K CC 1 I CC i - vC S3 STEPS AS REQUIRED I l ��ICL PROVIDE 1 Y2" RECESS `" I I II �� II►`�' I L JIII� S3 S3 - o Ld '- W PER FIELD FOR SGD. REFER TO I II __ I II II 3 1 r Iz I 1 7'-42' 1„ I 7'-12 x ih CONDITIONS I MASON'S SLOPE FOR WIDTH I I II II io 10 4, 0„ 25'-6" 111 LL =JJI�n 20'-6' 7,_O„ 0„ x I I EDGE OF SLAB 2" (2) #5 VERTICAL I I I I BEYOND WALL I BARS M I 1 KITCHEN ISLAND K BUILDER TO PROVIDE 1 J I I LOW WALLS S3 APPLIANCE PROTECTION IN, S3 1 I CHASE TO I WHEN REQUIRED PER FBC ■ _ _ _ INDICATES FILLED CELL 3000 PSI - ISLAND _ _ `o I w/ �- CJ I -t- CJ I in A CONIC. GROUT FROM FT. TO BEAM S3 W/ (1) 45 REBAR VERT ABOVE SLAB i t TYP @ ALL PLACES SHOWN 1 I I in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 T - - - - - - - - - - - - - - - SLOPE I -3 1/2" 1 STEEL" i CFP- W i OPT. D ■ I o'-o'er I L--J I I 20'-1 „ L - - - - J 4'_711n I I (2) #5 VERTICAL 1s 16 1 BARS Ile I N I I - L_-----------+-- ----------� --- ------1— -----) in ■ ■ ■ IN l <V ■ ■ I A H.B.+ S3 TYP @ 1 STORY U.N.O. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. T-8" 3,_58„ 2,_68 , 6 -0„ 6 -0„ 6 -O„ 6 -0„ 5,_2$„ 7,_18 , I in c CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: Fhe reinf. bars shall be :ont. around corner by cold lending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" } v N/ ♦r� p•'n�• � .•RA� SS1Q�" g t����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. H/ �E 0 i N N ik OIDN 8p0 p7 co J 5 "L-0'��#a M w mg Q 0Z 0 W uj maLu >W n od 00�o ���, c a o m 0.0 m 1- W LL m 0 2 E T _, 02 Z "t z Q0 N 7 Q M Z Q U ❑I]❑ W Ur M r z N O _ � O � oWdAl N z o 0 T V VJ Y W p o O t� �V) r.L c o 2 ws ® r- o _U 0° m ~08 z� U o as c u) d �® o M r w M z o Z Z � wo RO >ZON ¢N 14fl. O Z �_ M o E z °< o oo oz N �o Wz ¢w M U) C pY U mO Z Oz Cn N to J ym a" QW �z u3 O r $ o W 3 U < 8 �o LL w w F = r= tiz a ¢ _ �Ij o OilCD o c.p v m r w z� m_ r °3 0 0 CO = E > (yi ^L W os ` O l^ ' O m M 1 ` 1 O N T� 4- O Ln J ;6 L.n T N N �— w Q C, r CM o z E Ocy) z c c a U ai JOB NO: 20-2750 SCALE : AS NOTED SHEET N0. 6 I R N 1;3 0 a UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 1 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 112" 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% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-112 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 34' STUD BOLTS TDX10 10140 -- 4 - 718" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od 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 1 112" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12' EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1l4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 (20)1Od 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 READ ON ROOF PITCHES 3112 & LOWER. REVISED 10.17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 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) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y 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 RR�� 1 0 x;RT LEDGER (A) 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. STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS SPLICING NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" ✓„ j'J,_,. i �5 '0 VV �dlP 9 �Q,PIE S �.•• �� �! To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q co �E co O e- V E N cp - 214 �C N N � In N LJ4 r # 0) W +N+M�'�NO J #Lo a 7LLN LL LL W w aw z� cLL Zz rCL mo X, 0 0 C m m --r W N CD ME°'rn¢�a IL N Q Z¢ U O J ° z 0 ❑❑❑ W M M N M W Z Z � ._I M LL N N M Z c L (0 •O Cn Y w $ � 12 w r— C o U m w m �— m E 0 8 p I zle S m U =o N 01- 0 �Q 0 `m O w co M m¢ o z J � E t'Z E E:co ¢ zo z® U ra ¢ XO OQ w r 00U 01 o E N ao ao �d az az .� (LO C z 0O .8(J '0 0Z Zz z C/3 J m " g rWn v � r O U W Q- � a d- J � o Y w� O z Q a O WM >M J L f0 (0 0 T i..{.. O Q0 L� m r N T O C N 1— L0 I N od LO NCD T O M r- 0 E M I ri z C E Q d U .3 JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS OEM 0 Elmo IN 8F44 1B/1T8F401BAT 8RF40OB/1T 8F321B/1T FORM & GROUT SOLID CV Q o W #5 BAR CONT. 8F12-1B/1T Y' LINTEL DETAIL SCALE = N.T.S. TYPE SE IGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q W J 8 F 16— B/ 1 T J ono � N Z LbQUANTITY tNOMINAL. OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c-i pr sTlintels = 3500 psi. 2. fc prestressed lintels = ¢000 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. #SRE1) MIN. TOP D RERA (1) O' I-LEAR ALTERNATE POWERS STEEL LINTEL A O n d C.M.U. #5 REBAR AT TOP 4 , _ a c A a MIN. (1) REaD 1-1/2" CLEAR o n a a e GROUT J 0 a L y C.M.U. A 5 REBAR AT M - m w - O BOTTOM OF t- (0 - w 0 o LINTEL CAVITY o V W -BOTTOM o d O REINFORCING z C ¢ C') to Z 7-518"ACTUAL PROVIDED IN LINTEL z n 4 O of D D Qo �, �oll #5 REBAR AT BOTTC AS INDICATED ' NOMINAL WIDTH (VARIES) cn � a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 4'-0" LL O 5'-10" LL O 5'-4" LL O LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" f i ' / ot��la4katfli!%j� � 9 go 1P o .•. •• ice'` .,., F L� o sc► , �l�llli!!!!!!ltRtrltt``�' To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) Q N N V M N h N ro 5 II) LJL�' W' -Ji d u? vi a ai "' w 4c'u: as Z 0 0-0U)o C) o �y m CDo X O o W W 0 1" � N Q n Z VIL J U 1—]El N (`M J M U) ! N cn nl/i o W _ LL �.J f>3 LU u' 8 �O d c) m Lt! rn E o g I I 7 Q 4 1"' c CID W Cl)M z O z Z U_ Z O OLL g > N E O CJ wz 20 2 oa 00 ^ OZ Z O It�Go dF ao Wz �J (a _ z U . 2 '0 O O it z Z N m aW CV 0w0 o§ O a W Q C a �& wW 1- C) y o MJ co C N a x 00 =M 0 = M J L t0 `J f6 0 O ^ L ' OL O m cc T 1 �r V N T O LO L.n N 00 r— L O E OO M Z m Z v ` ' E rri `m c a E U ° a; Q p c JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A F DECE BER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL SO M CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICAL THAT ARE CORROSIVE T STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE RE5U S R 0 F WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C AC -D CBA-A 0 Q , 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 244NCH(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, 7A ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R3p8.2. 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 61TMS 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. 3.3. RE AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS A TO BE SIGNED N S 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" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 Yi GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-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 WI 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior so[ treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ,1, I 010 f/V �$O ©� S aUZ ' ,? . �HllNlil'tt 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. F' a O N NnN N 4L O O O m c0 0 d► =LLN° `��LLa_ 4 EIN ,611 w uS �rn� a(L � L z, o m o 0QOm O W mC) om¢ W L Earn Jpa a N4c+oZ U0 J z ° d ❑oo W N O z N z� Q Q M Lt N W V1 M z = _ UC) � Y O Lu C o U CD w � �- 2 E $ Oco _' = U o ° • Q o o � W M o Z E O� � Z® ca t^ C O E �o X U �< ao �000 oz i z Nao a o wz Cl)o m o µ z� Z � � = m <w co o W sQ Z Z ao U �o E N~ �C Nz =o o O O cY w� ZI¢ a r oU Si 0M 0 = ` > M J nL1 tm @ W m C) M nC w/ m o r v O CVV, LO >, J L0 T W LO r y r N N s- E 4 O O +- CM M Z z E 10 m a v ¢ o c JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE J c7 ROOF DIAPHRAGM NAILING SCHEDULE PInr.F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + + + 6'-0" + + + + +++ +++ + + +++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + 0i 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ V 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 0.113x2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 Wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/$" or two 1/2" 60 2.0 wood panels 2x + 5/8" or 3/4" wood panel 90 Z.0 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k k / � 1'i I/ 1) Support back of web during nailing to prevent damage to web -flange connection. FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM • SIMPSC w/ (22) . NAILS 1 CONT. #5 OOC BAR 0 #5 CONT. FROM FOUNDATION I 5/8"0 THRU BOLT ri TO HIGHEST BOND BEAM BEAM STEP BOND SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" ax m V 4 max. -7 Clinch nails when possible 2) Block solid between joists for full length of span. Tight fit U (� 2 x _lumber Double 2 x _lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/QSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6.8d BCI60sP 11-7/8" 2-8d 3-8d 14- 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING �" GAP @ TOP sides by 6". -Hangers with side nailing. 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. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H /l H C G O O O 5'-011 ¢ - �- STUB-OUT FOR 1 "_Or1 0 0 LO GAS METER O o � U 0 N _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5"" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2)16d TOENAILS 2" X 6" @ 24"' O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-41" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING , Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 9 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Load bearing walls 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. CY/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls lodhails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges • 6A 1," ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yi' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 V-0"` 1'-1' 1"-2" 1'-2", 1"-3" 4,-3"' 1'-7" 1"-11" 2'-4" 2�9" 3'-2" 3-7" Any 16" joist 12 V-0" V-1" 1'-2" 1"-2" 1'-3" 1'-9" 2,-4" 2'-11;" 3'-7" 4'-2" 4'-9" 5" 4" Span (ft) 16 V-0" I'4' 1+-2" V-2" V-7" 2"-0" 3'-2" 3"-10" 4,-9" 5,-7'" 6,-4" 7°-2'" - 20 1'-0" 14 V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6"-11'" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" V-1 2,-5 3'-7" 4'-9"' 5'-10" 7'-2" 8"-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC. SLEEVE THRU STEM WALL Backer block (12" wide min.) -�-1�-11 Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a ' ' ° . : •d.. ' a , SEE PLAN FOR °• a . • a . •. FOUNDATION INFO a' STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top d n mount hanger load exceeds 250 lbs. 4 I I II I Install tight tight to top flange. , ,,,_„—,_;� 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. - Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. 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 i HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE /I—P1T10% A 1 TI 1 M 1 1 1—\ 111 TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE d L d ifl • -1.. 0 a -/ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONF/r— dPLUMBING LINE a' A n C. A dC d -Tj�— a _III11T�11� o a o a Ir .o SEE FND, PLN. SIZE & REINF. 4; l i t i` `' ��'t11R49t0�� Efi� IV �,. •°•, E U O .9 rs�zzf/,f 0!l�to Jr ai Jp©� 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) W Q V co v o;p O N R it 0? ci 009 W J MNn y M N W 9 FL LL a 4 a Z-0U)m U.�NmIW� ai rn u_ ° a 0 W o W @ 29 �0 m onr° m m W 7" 2 ETrn o 0) _0 0 0 z N NQcoz V J ❑❑❑ W 7 M C) Z N �co �co z v J M � N E3 QX _ •J � Y o 0 _ O Ln �N w 1 c o N all W_ U o c C '`_ 8, ®® m �W M o Z LL E o 00 g >N QN fl_ O �= Q Z® ° 0co r �< U 0, o N L ¢z W0 Q �z J Wm ro v 'm o "J a aw g z U) 02 �o U a U ire <o oLL =k r3 o UJ > ° mi to OR 0dL J �(y) >M L I, nW1 C T \ �a O co < si O �+ m o h N T O � LO L0 T J N 00 Lt7 r ..L r N N r .c C)M M O +-- 6 z z � C)co - c i U Q Q JOB NO ; 20-2750 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) 95 CUNT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 p ° (2) LAYERS TYPE I OR TYPE II ' d . (#15 OR #30) UNDERLAYMENT - - _ =1 m . . , t. . . 1> = - _� Q FOR ROOF PITCH 4:12 OR LESS. T o • I- �- PRE ENGINEERED WOOD 1 ° I _ - TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS - I I MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP, WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" At FASCIA GYP. TYPE "X" @ GARAGE \\2'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1 #5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) z TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE 'E p 6 MIL VAPOR - BARRIER I , C 4 II -I ° • 11= COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I I fiT�IT-(� I fi ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" 13 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS z d,•, •'r,'' 4" 00 II , fill SEE A/S3 OR J/S6--`-ILII I1I-111 1 it i t FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS K�j -1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE LOAD BEARING OR --- EXTERIOR WALL SEE CC/S3 OR -� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY ME ��r ,�r 5/8"OR 1/2" HIGH STRENGTH '---TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. -J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.G. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) - 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ 10 10d NAILS (SIMILAR , T FOUNDATION SIMPSON SP1 w/ 10 10d NAILS ( ) IF NOTED, THIS REFERS T( ) 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0°OIL OR 5/8"x10' WEDGE ANCHOR @ 24° INCLUDE THE WALL A.F.F. O.C.) 2rr x 6 W1.4 x W1.4 ATTACHMENTS -6 x 6 W1.4 x W1.4 ° ° a WWF OR FIBERMESH WWF OR FIBERMESH �31/2"MIN. 31/2"MIN. a ° a a ELEV. -0'-31/2" ? ` , a .4 d o° 4 0 �a A.F.F. p d , ° 2x4 CONT. a a a w o °. d • _=1 1/2"(min.)- 4" D ° • ° _ �1= 3 i/2"(min.)- 4 -� th.c a ° 4 a ° a N 00 rr d - r ' 00 rr l I Irrrl 11 111 d �--- / - L��� �T[� a a a ° 31/2 (min.)-4 TI-- -Ilt- GARAGE DEPTH VARIES a _ TI 1T=f� Tf7,7' 1r-� �T - -�t!T - n° a a �_ g ° .° a -� -T'r III -I 1 1 1 1 1 1 1 I- I �1'7 I I1-jt••j'-' ' _ i (2) #5 COIVT. „ T- ; ' ;r (2) #5 CONT. 4„ 4'" 111-T' g„ 8 U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD: G )\AI 1 1( PC5' If 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 81, C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1�.1 ><LAYERS WI TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5l8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)1Old NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR r 2x P.T. PLATE ASSUMED FINISHED ; PER MFR INSTRUCTIONS. #3 OR #4 REINFORCING BAR GRADE -�� p ° ' .° z #3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi Z M D p FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° o _ °O I III III -III -III -III l 6 MIL VAPOR BARRIER -III R p ° I1=1 I , _ 1- j -' '- z #5 REINFORCING BAR R 1 7/8" -� ° p° _ _ _ _I1=�-��I- #5 LAP SPLICE o o° g ° I - III -III -I I i-i IIIEll I i i I -III -III -III -III -III= N •- p I ' Ir 4. 36" MIN. LAP [36" MIN. LAP] 9 % ( MODIFIED PROCTOR ASTM I 1 I' ,I 1 I D1557) I- - :III=1 I I=1=1=1 I III=III=III- 4 1-4 III -III -III, ; ,1111111111 � 1111 � ,111, ; ,111 III=III=1 i'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ° �r GRADE W _- - _ _ (1) #5 REBAR w/ OPT. 1=1IT Tit=II I- TTT= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT - ° ¢ INTERIOR ° p ° -3 1/2" r. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 r ALL-1 N ' M 6 MIL VAPOR T �` = j�I BARRIER �I I- I I- T I+� i I- 1 III , ,III l� 4" 4'1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w Cf)=1 ' 6 p . aLU g ' I=1 11=1� I - � • -i 11-ITT (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH I►I�(����r o III r (2) #5 CONT. ON 3" CHAIRS 8" 10" #6 REINFORCING BAR #5 STD. 90 HGOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR A &LAYOUT DESIGN a --� -- TOP OF BEAM TV ° ' III'-r�l I li HTS20 SEE ROOF PLAN FOR STRUCTURAL r c - - - a e Q El,=RT a r �' E (2) -� �I- BEAM SIZE & T a CONNECTION INFO I a M �' 1 I .. 1� 117 - IF 2x4 #2 SYP P.T. FRAMING w/ =7 I; MIN 7116" O.S.B. SHEATHING T11 SEE A/S3/J/S6 � r 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE > 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 cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" C TRIM PER PLAN MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS .S - TO FOUNDATION PAD , , a INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. `Z1 ' c1) CONT. BEAD SEALANT E =_ 6 x 6 W1.4 x W1.4 r WWF OR FIBERMESH q r, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS 00 C7 LU ? i- a w o o = " U) GRADE a 111=111 ° ° °• I -I LI-I -III-III-III-Ili w I I-111 I I=1 I I=111= z 1111=1 ! • ° a _ - - - z_ gq - - - - "' ¢ � ° a _ - - 0-0 FIN. FLR./-& IV TAPEREDR.rCD 1'2� I=1-111-111-111-111 -111-I 1 l FOOTING -III III-III-III-i I I -III III-III=1 I I_ � 11-111=111=111=1I ,I I -I I1-111` BEYOND PAD REINFORCEMENT -III-III-I I 3"MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ,; @tti881�dtll = r 4 'a ?,go W s a .• E 1S NV ¢. ,yQpESStOvkA \\ 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 stnrctural engineering portions of the drawing pages bearing Engineer's signature and seal. W F Q .10$ N 10 a� OOO cm Zoo .N- J N U-) ip LL -,j w a Z 6 ° a Lu 0 o m; g_ W � m o mo� � CO W •j E p a W '"' N K p !n N< M z V 0J 0LL Z 06 ❑❑❑ W M O - � o z NVa o z v ¢ J M PZ N cn _ M z C1 QJ v' �2 (a 't 1 N 0 W o � n Ors, Ln E'- aws ® cm m w - '- 0 8 e o vCD ®® ¢ �m m W M z0 o z rU- EW o Z0 O >R < N _® ¢ _ �o Wo O a F ¢ C�V o �0 Qo az rW :::, ro C zE IY m� �0 ZLL z -' �'W zZ 02 Z 50 a U o� <i; F= <tD >� O .5 a j3 0 `M = > J � W 0 O ^ ' O n�11 V m W U T T� o o � L0 Lid .� >1 N 04 oo r LO r .+. t"_ N N r E c O M r Z LV Z E N �'; C a 0 Z Q p JOB NO : 20-2750 SCALE : AS NOTED SHEET NO. S3 (MONO) no PL V` (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION- CONNECTION SCREW OFF CAP (3" DIA.) - DOUBLE 2x TOP PLATE —, 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY ALL IS 1 1 2" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS W / MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1 Od (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)1 Od i,i/�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 IFT CONNECTOR (SEE SCHEDULE) ISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING` 1/ DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 - REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d c ° ,� °11 d 11 ° G O ° LI C ° C ° 8STD.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 Al IT NOTES: O 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. (� 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J T O MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE C FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---, Fill 115 GARAGE DOOR ROLLER 011-1 CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a , a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� Sic p7tip0/'L �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" J' O/C TYP. DOUBLE 2x --- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a aARAGE IOOR vvvr, r rvrvr. 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 (3) (4) (2) (4) (2) LSTA30 — FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS B 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)1Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. DO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMLSI 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 318" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.�/!H (SEE SCHEDULE) I_1NU79144 �*lljl 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&,, SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP 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 �7 SIMPSON nc C P.T. ATE auvlrouiv or4 SP2 10 ST ST co J M' TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 ° a ° a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 —1 SP2 -� NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w v CC G 2x TOP PLATE !2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)1Old NAILS (3610# SPF) ° o • HTT5 w/ (26)1 Od NAILS (4670# SPF) o ° s DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W1 WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE C ROOF TRUSS ABOVE /— 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 1 Old NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. /PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 I L f (E) • SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY • SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW TS @ 24" O.C. MAX (MIN. 5/8"X10" J-BOLTS PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rW� SCALE: N.T.S. S4 I. -- E S E• •,., r ... ,�:�..9 OFESSION 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. 4 Eo cp V c) N ip LL C 0 -2Jr ��a LL 0) a 0 N LL �?6-1w y � C aL ao<n� z _o Ow Imo .0 WW 0 •.. C N m co o r` W Z IL 2E°'O' moo° N o z I. Q O CIA � � J °6 ❑❑❑ W h 2 �2 �✓ CO W z V Q M � o N z o N c; T r6 V Vi Y w n 0 � O to �Lv N "toC) Lll E o (� r— a v m o 8 = oN c W Q Y ° �Q 4 M CID CD CD M 12 z o 14E u Q E 0z zo o° >� Z® ❑a F- @ XO p¢ Sca OU Oa N¢o wZ - C 1.Y U Z, oz zC �n J ;S z N p , ZQ U J O W U 3: LL o �z <¢ =3 ': to�w c gla o� u 3 12 co ...I 0 7— C) < Cn U W m = � O N T- T �� Lid •_ j N � 00 1_ L.o r = r N N r E O M O M z O C 0-0 J Q _j JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMII 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 w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6)10d x NAILING SCHEDULE FOR �� �� 10d x 1 12" AT EA. �� SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 Od x 1 1 " A 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. / TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR Al I N / FIRST FOUR I I ROWS OF 45' ± 24" MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 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 @ 1 "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d qQ $'-0" O/C. EXTEND AT LEAST 90% OF , MAX. & (2)10d TOE NAILS @ WEB AT LEAST 90%(SEE 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' EA. END @ 48" O C A LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLEDGER TO FROM L ' 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 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. 'IT" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) •' FASTEN WITH 10dx3" @ 4" 0/C SPACED @ O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 64' INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" rT EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) IOd NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x QUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 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 TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED Z 4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x O.C. FOR THE FIRST (4) 1 1 1 BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL, TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N,T.S. 35 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. -REFER TO DETAIL J N =' SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR X-BRACING, AND TOP x NOTES AND NAILING CHORD BLOCKING N _ _ SCHEDULE FOR INFORMATION 00 °° SHEATHING DETAIL 1 11 .. -ill 2"x4" CROSS BRACE r7 -WOOD TRUSSES 0 APPROX. 8" FROM L RIDGE FASTENED AT -2X4 RAT RUN BRACING 1 1121, 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS `7lJl� NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT C_11 " rr LAMINATIONS W/ (2) ROWS OF (2) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207� L = 4, 1/2) OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL -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 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS z r1/2" CDX PLYWOOD OR 7/16" a OSB SHEATHING ATTACHED BRACING w/ (3)1Od x 3" AT = W/ 1Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAM10KTA MOISTURE BARRIER JACK TRUSS 1/4"xl 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL Vr I nr- LAJ I LmiviIIVNI IVIv (orr% L. M BLOCKING, FASTEN WITH L-2X4 bLUUKIN(a V1l/ - 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION g 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 11NIMUM 2x _ :ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 1--CONT. BEARING GABLE END BRACING DETAIL MAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-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) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. wU' — ---- ----Q ---- — — — 0 o � 0 it zLU O "Id. fn o o O d w o o T � o9 x 'C Q w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSUN SP2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y�A 0 C.3 a CORNERJACK Y w z x 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS 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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS WI 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 f si a _ r /VA �' �.•�G 2�'0: � v ; 0 L 0 e� 0 F S S I, o\ tsV00 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. t0) 8 = Map 0, "' �, ' u_ID W � N I >L 0 Z e, o a @cno Ix agm0 W 2E-rn spa Z Ln N Q M z Q 0= U I— Z ° ❑00 W CD d N Wun z o � � (DIM r V7 Y I..11 O U � Q O) U) � o rvr [). 2 2 c) m r— m E — o g1 m I = w • c .a w M _1 z z¢ ¢ z U_ E w o N Q V CL m C V WO W� F z L o< 00 0 o E N i as ao 0< wz W � (d oz� Nm m� 0 z 7n J a ° 2 z v) �j O g �0 O(0)W C a� �3 o Z 6i C7 H � o IIIIIIIIIII' o CD s� �_ o� .° M J >M �1 W B C� O > CM .—. < � / L 1- o n' o �✓ m M N r O >+ N J oo r L0 1— I r N N r M o cc Z M E occ ? a v _j ¢ 0 JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. S5 1 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER _ TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN.M1x4 1 X 4 #5 REBARATTACHED (TYP,) 3/4' PLYWOOD DECKING GLUED WALL SHEATHING TO 3-1/4 LONG X 3/16 � FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING +� �� TAPCONS #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4"LL,2X8 STAGGERED @ 16" (TYp,) ` 1x8 P.T. FROM EACH END w/ MIN. iX8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL L 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1A w/ (2) ROWS 8d NALS �� 3 DETAI L d STD. 90" ` TD. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.G. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB x 3 -1/2° TAP DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT El E; METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLJIL NOTE: EACH END W/MIN TO PRODUCT APPROVAL FOR CONN. 1x4 VE71a P/ LAP SHEATHING TO DOOR JAMB (REFER*Z,'EDGE TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO - x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3 1 /2 O.C. & 4 FROM EACH FURRINGSIMPSON — TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. M 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ NOTC F @FIRST COURSE HGAMIOKTA @ 12" O.C. w/ x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` I � INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL � FA FIRS 2 COURSESTE ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS ' < FILL 1st4000RSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID WIGROUT Ir 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"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 CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16++ OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1112 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. . SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL • :4' ...• OVERRAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a• • INSTALL WDW. SCREW ANCHOR 2 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 INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF BETWEEN 3/4" -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 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 4Y," WOOD ) O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O,C. MAX. OR IF MASONRY WALL NAILS 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO(FR TO TRUSS OP CHOD , NqN MIN. 4" EMBEDMENT AT 16" O.C. + ` FNGr rrr 1r- 0" 5- 0 SCALE: N.T.S. SS 12 + h PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + OLf INISH FLO qR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + °.. ° _ >: #5 BAR BLOCK HEADER 41 T-01+ 8+, * SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON (} SOFFIT + + , > D• 10" e P d ° ° 2 CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A wl (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS o • . ° 'P s H IN TOP 4 o a KNOCKOUT/ N ,'' ; ° CHAIR BLOCK*4% 8d NAILS @ 8" Q.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTWN., 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x • CONT, W/ CONNECTOR si = d MONO FOOTING _ _ .A .p.. . , ° x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF N, TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED• -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL °• 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD °'. �? SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION n 90 HOOK N #5 BAR IN • TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, -. - • 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • , • , . . ', . '1 v _ . , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _, �' •�'�'• INSTALL WDW, SCREW THRU OSB INTO 2x8 O.C. `�'• � o'''• � � �`� ° � �`�'• Sk ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS e-gMONO ARCH DETAIL K SECTION @ENTRY Kl� SECTION Ca@ ROOF EXTENSIONrm­�� REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. 111, SS 1' SCALE: 3/4" = -0" SS 1' SCALE: 3/4" =-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER .SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 " MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2 ) 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 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/$" 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 > O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F.F EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE �- I'' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' u v a A REINFORCING AS FOLLOWS: SEALANT — j t¢ a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. —— — — - -1�1 #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/�� - S , _ — U z � � EXISTING FOOTING (2) #5x6 IN CONC. _ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — —I I i= rLO SMOOTH. DO NO FURROW, °. to FED IL L CELL a — DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o �1= j I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP EJ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE (V ° ' �p \ � REMAIN FREE OF MORTAR. NOTE: "' z \ � H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 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 " COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16 MIN, A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 1=0 SCALE: 3/4„= -1-0 „ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. � yt r j '16 0 Ua //llllliil' �, 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 a8 I cecpp O V N 4k 0 s N N LL ��m N ei LL 7 LL �2 L a S W + ui ,6"' CD LL ZS 1 a Z a�a°' �0 a � m o W W M 0 1 � m� MY E� J o a Z IL i N Q M z U z J °d ❑❑❑ W _ M ' Z N O z o z J M CZ N N _ M M 0 4--J � .0 V> Y w o a Q � w � o ® '- U 0° w rn o s 3 =I� = U ) N W ¢ 0 m ° ®® 4 00 o W M z2 o Z LL_ o >o ?® E v wI � C, wa 05 oa 00 °z Z N i ¢o wZ Wo m �� a a o �m mg o Z, aW z J �z u aw Q w ¢ a N W C3 w� 1~ >° o Z ¢ I 61 2M = >M W ' M ns '= ;— O 0 CD W m 00 = c o O N 0) LO L0 N 00 r L0 r I r N N r c O o .— M O E MM z E O y z m C a E U J w Q L] C J JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. SS 1 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX &EACH END ALTERNATE , A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. «WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ V ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL rT� SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT G OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER TRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 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 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12dAL COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATETOP INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION_@ ENTRY $ SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 W/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i 1/ INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE LCONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A \ SCALE: 3/4"=V-0" SIMPSON MTS18 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5 X" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM --- FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE F- SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMP80N HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS e COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2_� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO, VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (►F 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 rg SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----" (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS J , z f j 4v'1111111111////Yz \.y1� P.e+••�.•.•... •• �50 .••,• F L O •; ,� % % o� E S s 10 '; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H Q ItE N (o W O O O p, N V MM^ 2 ID LL w NLo8 fli �� � 2 LL U. a M Q Z (a) u6 S w , 'd >O1u_ aa� -S<)- o w O a o �0OO CND CD W LL + 2 ETo) o a- rnroNo aprnJ a N Q M Z V� . .Z 06 Z ❑0❑ W 6 z N o 8 z o Q J M d N ^N o Q) J _ LL 4-- U y CnLU � a O �cn : 0 ws ® � m w W F— o g i t C) o Q � Y o 0W Cl)zZ o¢ Z Z � QE o Ecc _�� oo a� Z® {— Xo ��U z O N o<�� az �o az L QW? .��. 3 C U� Ojm zZ JfCu m a Q 5 00w ao�zo ZZ Uo�W j,!C w� ao NJo 8:10� �1 ZI6 0 3 0 =cM = M J L. W O > M .-. o M co N T O — 0 T CV J r Lo ai E O o ,— M o z CU z _ E O E d .. U J v ,� Q � c J JOB NO: 20-2750 SCALE: AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include SELF ADHERED FLASHING 3/411-1" BEAD OF CONSTR. O.6 Cm : 30.5 cm)flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to TAPE EXTERIOR ( s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 3. (ASSEMBLEDWNDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive s OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. z ' RESISITIVE BARRIER SEAL TOPS OF JOISTS 4` WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL wPo�) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a weather resistive barrier AND WATERPROOFING METHODS TO 1 1 q pp g 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2 Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE ,f ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL wPot) p g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° COMPATIBILITY RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface ° ° ° ° SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ,moo (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY BOTTOM OF FROM or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: z 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING ' ' 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 s 1.3. In accordance with other approved methods. � 0 4 c 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS KI JOISTS 1 6 2. At the intersection of chimneys or other mason construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING Y masonry p � g p FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■' • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK 1 INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. � Ground� /� I 7. At built-in gutters. r- SHEATHING � E ,7 M 1 1_1 , 111NV 1 "nol 111NI 2 SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4"OR8"CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN qt OPT - - SELF-ADHER T-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER z LiJ CL W to w 0 W IX LU rn SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER ROD & SEALANT A 0 0 0 0 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH _ WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE ria THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) �-o- - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS ��55 1P - - A BACKER ROD IS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs, Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all t �-L I6 l 0 O N Co C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) F Q 00 8 � CD C) 'T N C04 �v�j N N n? Jrn�No W LJL fA 5 u � - a Q 6M LL� W fn (lul a Z 0Wo -0U)-J. =uro_ mm O W m0P � B o a Z Z° ZZ N 6 ¢ O (V ¢ma OO U N Z ❑❑❑ W z a _J M d N V) M t0 z LL Fa v' 0 w o U � O Vi � V) w r- c o c) A U in t- LU 12 E - O p Zl�ry 0 o • sm W M za o 0 z � .J W Q E wo oo <N <N o =® w0 Z0o 00 0 Q Z C O E N a z �o 6 az ¢w W L • r0 ej C S U 2 F o ou Z Z C au m < w DO J a ° o� z o Q o1 a .W W NZ �w <9W o cfl � Z w zla Lo °� J �M > CM e W cc 0 r O M _ C � /1 LL 0 m co O r N CDT LO Ln . _ oo LO r 2 o r E C) C) C)o W co v; Z E (D'� �';cc ` a. U � Q p JOB NO: 20-2750 SCALE : AS NOTED SHEET NO. W P ,.. y116- A3 xrs 00"1100,t FL17244.1 ESR-3455 12/31/2020 A23 � _ - x FL10446.2 ESR-2606 , F 12J31/2020 12/31/2020 12/31l2020 12/3112020 12/31/2020 12/31/2020 12131l2020 12/31/2020 12/31/2020 12/31/2020 1213v2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/3l/2020 _1?J3...020 12/31/2020 12131/2020 12/3112020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 -- 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12(31/2020 12/31/2020 12/31/2020 _..__..._.._/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12I31I2_02o 12J31%2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 1 31/2 2/ 020 12/31/2020 12131/2020- 12/31/2020 ._ .._._2020_ 12/31/2tl20 12l31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31..... 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 .._..__...._......_.._..__. 12131/2020 .._._..._..------- 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 - - - - -- - -- 12/3112020 .. - , _..._.. 12/31/2020 12/31/2026 12/31/2020 - _._ ._._ _---___ _` __. ______ _ _._-_._____--___-___._- -- 0 �2 i As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a N t/) U Q) � Q O L co .O •- }, N U -11--e N U Lo O O Q C O O LL - Co Q � j 0 Q) L }, Co �--- • o •� (n Q TIA HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.6 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU21B-0 FL10856.1 ESR-2549 Cade ory/Subcate ory Manufacturer Product Descri tion Ap roval Numbers) Test Pressures EX . Date �lliaunt]' # �� + +� r° 0 a bet cut fb W) rk>t�1C1Fu ftlight a 1 u salt- ,) fit;D)a 2�. cia� ? � r. - 14 : i11lu A/C Prat � IRM E Hurr'at 1�'ap (TVPIC2V3in ht) 4 ' li rip FPS mis s'Upp �e ',Nuti ( I7 `CU (i Uft M, (1 au0e #14Self D0L1It 5<reft hfU dC� & O CT1� t(Ip4- �i'1 i a8lfi �1T7 ftRt t��rL�y 4t, plc* 3 e+3+1hs a sr)'Murkane use) a INSTl a j INFORMATION SP&AF ` � n i4ana ;li'dfw` a . HD26 FL17232.2 ESR-3445 12I3l/2020 HU26 FL10856.3 ESR-2549 1. EXTEOR DOORS RI HD28-2 FL17232.3 ESR-3445 12/31i2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI 90461.1 +67.0/-67.0 psf 12/31/2021 HD410 FL17232.4 ESR-3445 1213112020 HU410 FL1 56.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 -_T HD412 _ -_ FL17232.4 _._.._ ES_R-3445 �- 12/31/2020 HU412 FL10856.9 ESR-2549 _ HD610 HD0410- FL17232,4 --- FL17241.7 _ ESR-3445 - f - --ESR-3444 - - 12131/2020 12131/2020 HU610 HUCQ410 FL10856.10 FL11468.11 ESR-2549 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 1.2/3l/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470A SiM20o803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, CiassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/ 40.0 psf 12/31/2020 HTT16_ HTT45 - FL17324,2 FL17324.2 Evalu. E_wluation Report _ - 1- 12131/2020 HTT22 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14J2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 __ _ H11N16 _ _ FL17244.8 _ J ESR-3455^ 12/3V2020 HT51s FL10456.22 ESR-2613 _ _ HTW20 - FL17244.8 _ ESR-3455 12/31/2020 HTS20 FL70456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.86 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 6/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11637.1 N/A (see inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456A8 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50:0/-55.0 psf 10J8/2023 HU5210-2 HU5212-2 _..._.__�._--..__„ _.__.-_ HUS26 FL17232.6 _. FL17232.6 - _.._-_..__._.__._ __�____.,_-_._ FL17232.6 ESR-3445 - - ESR-3445 - „ -_ - _ �- __-___ ESR-3445 - V vv - 12/31/2020 12/31/2020 12/31%2020 HUS210-2 HUS212-2 HUS26 FL10856 R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5500 FL239,7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856:11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40:0/-40.0 psf 4/3/2023 HUS28-2 FLi7232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 6500 FI261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS2_6 FL17232.11 12/31/2020 WS26 FL10655.111 ESR-2549 JUS26-2 JU528 FL17232.11 FL17232.11 _ESR-3445 ESR-3445 ESR-3445 12/3112020 12/31/2020 WS26 2 WS28 FL10655.112 FL10655.113 ESR-2549 ESR-2549 3. PANEL WALL A. SIDING _-.__.,.__ ._.v_.__ _ . ____._ _ ...-__,__. _ . _ James Hardie Building Prod. _.-_ __, .__ ___... _. _�,-, -___ ,_ Cemplank Lap Siding and HardiePlank Lap Siding FL1.3192.1 - FL13192.2 N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Aiside Solid and Vented Soffit FL15272.1 - FL16272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12131/2020 MST6D FL10852.7 ESR-2105 _ .__._.._._. .._._._-______ ._-.._____--..__.___-.....__,-.--,_ LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4, ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12131/2020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED -- LSTA30� _ FL17244.18 --- -Y-- - - -_ ESR-3455 ---�_ ---- 12/31/2020 LSTA30 FL10852.4 ESR-2105 LSTA36_ - LTS1.9 _..__ FL17244.18 _M ---_- FL17219.2 -__ ESR-3455 - _._�.__ __-..- ER-0200_- . _- - .-. _ 12/31/202_0 -12l3112020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER 130 D. ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 LTS208 FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 Lomahco, Inc DAA Exahust Vent FL17202.1 N/A 7/10/2021 LTTI31 FL17219.2 ER-0200 12/3l/2020 LTTI31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Cn Cn O ICU > O CL .}..d U O ■^, �L Q U-1 c z J z J LTW12 FL17244Will"M.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849-20 N/A 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 ----- MP4F FL17244.23_ -.._._ . FL17244.24 ESR-3455 - --- ESR-3455 _ , _ ...._. 12/31/2020 12/31/2020 A34 LTP4 FL10446.3 FL10446.19 ESR-2806 ESR-2606 5. SHUTTERS ,._...-... _.-.-- MP5------__-_- _.._.._-..._._._.__._---..._.....___.._ ----- FL17244.22 ................__.___.._.....-_-_.__...__............._.-._...._-_,......._..-.......,.... ESR-3455 12/31/2tl20 LS50 FL10446.1fi ESR-26� A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 FL17240.3 ESR-3447 - 12/31/2020 WM1416 FL10667.86 ESR-2515 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 326/2018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12131/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12131/2020 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie See chart MSTC40 F1.17244.16 ESR-3455 12131/2020 MSTC40 FL10852,9 ESR-2105 B TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 I ME Code Entity or wee, at DatePandinng Type, Verson Manufacturer Contact Endneer&License ValidatedSv validated Submitted FRC Approval Approved SI us Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. IOM 2/2017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com campnancaMethod: EvemationRepotfrom a Florida Registered Architect or a Licensed Florida Professional Engineer �.�r.#111s51asP,�drdg.� Quality Assurance Approved for Use ADorovedfor Use Impact Daslan Se Product Model. Number or Name Product Description Contract Expiration Data In Outside HVHZ ResistantPressure 1 0.032&qud; Aluminum SV Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04M22024 No Yes N/A -NIA/ over .032& qud; Plywood +N/A/ PSF 2 0.032&quota Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 168�qud; wide oaMz2oza No Yes N/A +ww Roof Panel overl5/32&qud; plywood-116.OPSF 1 � � o o Yee / +N/Al--131.OPS �4 Gulf 1& Gulf Snap 24 Ga. 7&ud wide Roof Panel 4/12224 Yes NA 3 1&qud, 2 ga. G I4 P qud, G P q a✓er 15/32&quota Plywood 4 1&quot, 24ga. VersaLoc 1&quot, 32&qu t; lyga 16.5&qud, Wide Roof Panel 04/122024 Yes Yes N/A N/A! over 15f32&quot; Plywood-138.5PSF 5 1& not VersaLoc .032& ud• Aluminum 1& uot• VersaLoc min .032& ud' Aluminum over 04/122024 Yes Yes N/A +NlA/ 15/32&quot; plywood-101.OPSF-..- 6 1.5&quot; 24ga. Gulf snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Rod 04/122024 Yes Yes N/A +NIA! Panel over lS/32&qud, Plywood 116.oasF 7 1.5&quot 24ga. Versal-oc 1.5&quot; VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/Al Panel over l5/32&qud; Plywood-123.5PSF 8 2&quote, 24ga. MegaLoe Min 24 Ga. 2&qud; MagaLoc 18&qud; wide Roof 04/122024 No Yes N/A +NlAI Panel over 2&quot; Megalywaod +N/Al PSF�.._. 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud, Wide over 15132&qud, 04/122024 No Yes N/A N/AF96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam l6&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A1-93.5PSF over 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf seam Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Look, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Rod Panel aver l war 1quota Plywood +N/A/ PSF 12 28 Ga- 5V Crimp Min 28 Ga. 5V Crimp Rod Penal over 15/32&qud; 04l122024 Yes Yes N/A +N/A! Plywood-156.5PSF 13 26 Ga. 5V Comp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Gimp Rod Panel over 1x4 Wood 041122024 No Yes N/A +N/A! Purlins over 15/32&quot Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/12/2024 Yes Yes N/A +N/A/ 15/32& ud; Plywood -161,OPSF qv 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 No Yes N/A +NlA1-63.5PSF 15f32&quot: Plywood-.-.._-- 17 26 Ga. Gul PBR Min 26 Ga. Gulf PBR Rod Panel over lW2&qud; 04M22024 No Yes N/A -NIA/ Plywood-154.7PSF MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 MSTC52 _ ---------- MTW12 FL17244.26 _ ESR-3455 - - -_ - ESR-3455_ 12/3112020 12/31/2020 MSTC52 MTS12 FL10852.11 FL10456,33 ESR-2105 ESR-26.13 MiTek Industries, Inc, Truss Plates FL2197.1 - FL2197,5 N/A 111J2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board; LVL, PSL LSL FL6527.1 - FL6527.5 N/A 3/31/2021 ___ _ - ----. - MT1N16 - �� ___FL17244.8 _-__-__ _-�-- FL17244.8 -�� - _ ___ _ _-_ ___- .- ........ --... ESR-3455- -- 12/31/2020 MT$16 FL10456.34 ESR-2513 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/2112022 M1W18 FL17244.8 - ESR-3455 12131/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 6/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240,5 ESR-3447 12l3l/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3,56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Repo r€ 12/31/2 20 0 MBHA3.56/16 FL13904.6 ESR-26 6 1 PAU44 FL1723913 ESR3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 ; The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the bIlowing i`_. ------ information must be available to the inspector on t jobsite; e 1 co of the product 0 � m S a p he j s t, , } copy a prod t approval, 2) I ; - I S ) r --'------s- ----�- - - �-----•---'----------_ _ _ ...__ .__ , ... _____-___, _... -_._ __.._..__._.__,._...___ - -- - --- ----- ------------------+ i ,_..._ _,... .._ __.._.. ............_ _ .-._.... _._ _.._,.,,...._. .__-....._.._,_ ! ; _. _,_., ._._ _.,,. _ ._ ,.. ,. k ,_.. . _, . , . , - _,-.... _ ..__ _ .. x __.-. ..... ,-.-..,m _.-_.-., .. ,,. ,w .s .. _._.. __...._._......._._.. ...,._ __-. _ .__..._. ... _. APPLICANT SIGNATURE DATE ___ - PAU66�- FL17239.13 _ __ ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 PHD2A - FL17219.3 - -- ER-0200 12/3112020 FGTR FL11473.2 SIM200802 ......... --__.-_. _-.._.._._......__ PHXU3516 ... _. _ ,..�._-_ FL17241.20 .,...- _ - _.._.,...___ - - ..__.:--_-. --_ ,- �-- _...,_, ESR-3444 -„, _, ,....,.. 12/31/2020 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 ------"'^'""f uati Report Evil On Rep 12/31/2020 H1 FL10456.5 ESR-2613 RS 15O FL17244.27 - ESR 3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 12/31/2020 H10 2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR 3448 12/31/2020 H4 FL10456.14 ESR 2613 RT4 FL17236.3_ - ESR 3448 12/31/202 0 H 5 104 FL 56.15 - ESR 2613 RT5 - _ FL17236.3 ESR-3448 12/31/2020 H2.5 FL10456.11 ESR-2613 _ _ RT7 _ FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 12/31/2020 SP 1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 S_PT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 ..,... -..� ...SPTH4 .,.._._.. --• - --- FL17244.32 ----- .._ .........-..........-.._._._.._.._......__-...-._.____-.-. ...-.. ESR-3455 SPH6 FL1.0456.47 ESR-2613 ..... ....................................- ---.---_..................._......_._ SPTH6 ...... .._._.._......_._.__......__...........................................-_.............._........_ FL17244.32 .... ...................................................------....__............_....... -_- .... _.. _ -....---.._........ ----- ESR-3455 -12/31/2020 _. _ 12/31/2020 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28 2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 3n812019 Product Approval Application Detail THD28 2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468A 1 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 T_HDH414 FL17232.17 ESR-3445 12/31/2020 - MSTAM36 FL11473.19 SIM200802 UGTS3F- . - -- _ _____..__. .. UPHD8 _ FL2033.1 . _ - _. _-..,_„ ....... - --- FL17219.5 ----------- - Report Evaluation Rep .- .. ._. .__._,_,_ „__.,. _ .- _.__.___ _�_._.,_ ER-0200 - 12/31/2020 _ _,_._,.. _,_.,.__.. 12/31/2020 MSTCM40 HHETA20 FL114 3.19 7 FL11473.9 SIM200802 SIM200802 Quality Assurance Approved for Use Approved for Use impact Design Sea N Product Model. Number or Name Product Deserm6on Contract Explratlon Date in H outside HVHZ Resistant Pressure 18 26 Ga. GUIfPBR Min 26 Ga. GUIfPBR Rod Panel over ix4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot Plywood-151.7PSF 19 26 Ga. Gul PBR Min 26 Ga. GuIfPBR war 15/32&qud; Plywood 04/122024 Yes Yes NIA +N/A/ •-154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. Gul PBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +NIA! 15n 2&quota Plywood +N/Al SF 21 26 Ga. GulfRlb Min 26 Ga. GulfRib over 1x4 Woad Purlins over 04/122024 No Yes N/A +N/A/ 15132&quot; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes NJA +N/Al -159.2PSF 23 26 Ga. GullRib Min 26 Ga. GulfRib over I M2&qud; Plywood 041122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood-164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins war 04/122024 No Yes N/A +N/A! 15n 2&qud; Plywood - NIAI SF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15l32&qud; Plywood 04l12202d No Yes N/A +NlA! -146.OPSF 27 29 Ga. GulfRib Min 29 Ga, O.S,B.b war ixA Wood Purlins war 04/122024 No Yes N/A +N/A/ 7ft6&qud; O.S.B.-101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&qud; O.S.B. 04M22024 No Yes N/A -NIA/ -116.OPSF - - - LGT3-SDS2.5 FL11470.7 SIM200803 - LGUM26-2 FL11473-12 SIM200802 - - - Search Criteria Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET NO. PA 1.0- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of a IVIS2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pega 3 ol8 12/1212018 Cede Entity or. 911A 28L2 Data PN di l=e 2& rigger; EntlN er, 2" pg(g Data Pendino gttg.. . TXU Version R9 anuhdturec Contact Enulneer&License Validated By vaua.i.d Submitted FBCApp viol Aooroved y(Y8 IYB2 Version Manufaayror Contact Enalnear&License Validated av Valldded AU0 wild FSCApproval. Aocroved Stg(yy Revision 2017 Thelma-Tru Corporation Rlck WIgtd Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/126017 IGMWO17 12/17017 Approved Revision 2017 Thema-Tru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 12M3/2017 12/13/2017 12/212017 02A132018 Approved category: Exterior Doors (419)298.1740 PE-43409 (013)757-6555 Category: Exterior Doors (419)29&1740 PE-43409 (813)767.6665 Subcategory: Swinging Exterior Door Assemblies nckwLlgwtbltlgconsutiants. Subcategory: SvvtrgmgExterior Door Assemblies rickwQvibldgcorwuldds. compilence Method: Evaluation Report from a com Report a Evect Florida com Florida Registered Architect ov a Licensed Florida Registered or a tared Architect oralicensed Flory Florida d Fl Professlorwl EnginesEngineerBed Professional ...<. .FLa20 1"--- Eva auct FDasian Qu llty Assurance Aooravedfor Use Aparoyedfortrae 1-act Dual,, O dltv.A Inc nce Aoarovedfor Ube Aoomvadfor Ues Moact A99.9 Product Model Number. or Name Product D,dal- Commit Expiration Date In HVKZ Outalde HVHZ Resistant Pressure AssJt Product Model Nymtier or Name Product D.-Itotien Centrect Expiration Date In HVHZ Outside HV IZ Resistant Prcswro 1 a. Thetma-Tru Fiber -Classic arid Smooth -Star Nominal !SnS 8 &quot7Joo-impact&quol; Opaque 12/312020 No Yes No WA 1 a. Thertpo-Yru Flber-CIos81c and Smooth -Ste Nominal 6F,3139;8 &quotNon4mpsct8apol; Opaque 121312021 No Yes He N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applloetion Detail 17,d14di1416M tadt strift or yrya Version Vmukcw comold EEmdraw& �aC sE ■ wWtdlW dBy Revison 2017 Therme-Tru Corporation Rick Wright National Accreditation S Ryan J. Kbg, P.E. Cabaory: Exterior Doors (419) 2WI740 Marwgemem lamaute (813) 767435M SubCaY9ery: Swinging EeerbrDwAssemb9w Compares Melted: CsNBcation Mark or Listing Carl FILIP115221144 Products Pep 1 or I 11512018 Ian lag IatPaerBm Iat Ydldtld hkMftd FOCAmmyd 1220=17 0a7112017 12UM17 Approved titM2 4LN1tlntBQY. !S>. 1 e. &1uct;CWatoCrs1 Mqu*, and aquot anWnwrk by W and 810 OMM and Glazed Fllxrglne Door with 121312021 No Yes No WA Theme-TnActuot and withal Sklofm. Inswing and Outswmg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2af2 V3a2020 Florida Department of Business & Professional Regulation Buckling Codes and Standards Product Approval Application DOW Page I of 145=16 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pals 1 Of it mis PLei3332rt6Pra6auw `,. " Product Modr. w Name Quality Contras SERIES DoscrIat420 redEx it race Expiration Dale ApprInHVHZ se in HVHZ Aooroved for Use Outside H1M2 ImpaS ties(siam g� Pressure i301827941e cad! Enft 1)!� i§t tat 13ttIMITS-@4 tegde Edlerer Ian laic ialtPffidta l� I 1 UMnber SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO ALUMINUM 12/31r2020 No Yes No WA � � � Validated Dir ) ama lose IA�aFt Fda�llr.E.t. to d }(! ate EBQ6�M Aparowd Am& 145-3/4&qua;x80&qua; NON -REINFORCED Revision 2017 Copay, Building Products Company Mark Wastedleld IMedekTesing Services, NA, Gary Pk*hler 1112912017 081102017 12I0.512017 APP1� Revision 2017 C bm Building Praucb company Mark Westerfield Intettek Testing Services NA, Gary Pfmhlsr 11I292017 DB/102017 121052017 Approved 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD.OX, XO,XX 1213I2020 No Yes No N/A CatWay: E1W1es Doors (513)7708062 Inc, (513)61"m Cabin Exlarior Doors (613)77041082 Inc. (613)51MSW 99&quoLx80&quot; NON -REINFORCED SubCWgory: Sectional Exterior Door AMpMbs mnvaeMr6eldedopey.can SuaCalspory: sections! Exterior Door Assembles meea0r8sld@Sopay.com 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31/2020 No Yes No N/A complinceMataod: Certl6letlon Mark or Listing Compliance Maned: CBaficeWn Me* or Listing 145-3/411,qud;x96&quoL 4 SERIES 420 ALUMINUM SGD REINFORCED SER Ise 420 ALUMINUM SGD REINFORCED OX, i71372020 No Yes No NIA XO, XX 96&qu0t;x96&qu6t; GustavA Aaoroyad for Uw A wondfer.J!>M tested Doslan 9ysdhEABerpmce Aooroved for Lin Approved for user Ilmatd Do" 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A lime Pmdiomtdotigkn it In Culaide HVINZ Resistant Premiums Bate m ukKar ftenr I EcateYR 143&quotA6&qud; 37 OS7 W8-09 PAN-2F751: 84A, 94. 73. 75, 1500.190, 76, Steol Pan (min. 25 go.) SimilwCor (up to 9'0° vdda) 05/21=8 No Yes No +30 PSFI-32 =11110". 53 0631AF-18 PANdF153:84A, 94, 73, 75,1500, 190. 4RST, Steel Pan (min. 25 ga.) Double -Car (07 to 16'0' 0521=8 No Yes No +30 PSF/-30 76V, 4RST, 4RSF, BAST, SRSF, 2Wr, 48, 42, 65, 488, WINDCODE8e174; WSGeroge Door PSF 4RSF, GRIST, SRSF, 48, 42, 55, 486, 42B, 656, Goss, wide) WINOCODE&a174; W5 carnage Door PSF 42B, 68S, GOW GDSSV, GR6%GR58V, ARKS, ARM. GDBSV, GRBS. GRBSV, ARMS, ARSSV, EDSS. ED&W Et15S, ED5SV Florida Department of Business & Professional Regulation pegs I or 1 Building Codes and Standards irs2ola Product Approval Application Datall PLa11aa7417 ar keeer Im! vwwm Emko !(andWd SubmN d I Al sma Enpi Lieatea VaBdWdav Revblon 2017 CL1RRE3DIWanaAADO,ino OedicWw UL LLC Tad Batman PE 11IM02017 1012SM17 1210612017 Approved Cetepar7. ExterfaDrers (641) 494-2844 (305) SM4707 BubCYspoey: Exbtiorpoor CompaivaW dave.detllo@aseaabby.ce Once Msaed: Crtlflation Mork a Listing m FUM18274t7 Products Quoas.Assru d A-vad for m. AooravediwUee M203 lotion Ike ProdrraModalNurrherwNomaProduct D000dation coreaudampkaylon Oda In HNNZoulaidalliveRestated Pressure 1 607, 707, 727. 747, and $47 Single and Pals of Doom Flush. Oozed, ant Lowered single and palm of 12/312025 Yea Yes Yes WA bo6aw maul Won. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 o12 lrm2020 0.de. Entity or maim Dad 2112 Data Penanu M1. egg Version Manufacturer Contact Enalnaer& License Validated By vdlaatea Submitted FaC Approval Approve a at r Revision 2017 MI wrlo as and Doan Brent Sllinger American Architectural Steven M. Urich, PE 06942019 06/0412019 0e,07/2019 Approved Category: wndows 1717) 365-3300 Manufacturers Association (717) 317-8454 Subcategory: Fixed betlinger@miwd.com Compliance Method: Certification Mark or Listing - FL41584a+b awaduvvs, :' Quality Assurance Aowovad for Use Aooroved for Us, mmad sDp oni Ben p 13oduct Moral. Number or Name Product 1leserImlon ConfraS Exdrdlon Dde in HVHZ Outside HVHZ R"bilard, SERF 1 185 PW 73 x 72 Insulated Glass 04/0312023 No Yes No +60/-00 aft Iya! Vmlm Revision 2017 Therme-Tru Corporation Caboil Exterior own SubCatepery: Swinging Exterior DoorAseembbs CompIkAme Nodose Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ealev a Enalmosollillicarse Validated By Rick Wright Lyndon F. Schmkl, P.E. Ryan J. log, P.E. (419)2WI740 PE43400 (813)767-e885 ddwerobkgconulents. min Papa 1 a 1 11512018 20 lag DAD PAMUM fait Vabdobd EasMM I=Amoval Approved stem 101182017 iome=17 10222017 i21122017 Approved Anonarad.trIII, AD r-,d mclta IM= i)elan ;}gar PredrotMedat. NunMrorNara Produce Damnioaon cone Bxatmom ate In outside.li E�1 1 a. &qua;FbarCaosicaquot, aquoMmsothSMbquor.. Bat99:8 aquot;Impoadquot Glazed Flbagen 12rilmozi No Year Yea WA BquoLCWek:Cnaeaquck or&quotO.I.Crelt Single Door- M Inewig or Outlying Conflpmatlon Rcetloapt� sin name Verelon Revision 2017 Jean tlardte Buling Products, Inc CMsgarr. PVW With SulaCWpory: Siding Coo piWea MoMach Eyaketim Report tram a Fonda Reasbmd Ardlbct or a Licensed Flails Pr xia"lorwi Elghwer, will Product Mood. Nunbrw Naar 2 HardlePlank Lap Siding Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps al 11512018 ! tag tat 009 ponders tag Sadrd Endinew3LIJimM VaNdollod By V FSCAM[ Aar AUM prgshag Zlw Rceatd 1. Ogg" John Southard, P.E. 08262017 0BMM17 0621142017 10/10/2017 Approved (90B) 349-2927 PE-24121 f3a) 367-M pinWtwnpzhu@li mnkar die.mm OutfmtAxt¢eoer Approved for loss A-,dfor us& impact Madm PraductDosawkAoin In HVHZ S ullwo, Rosistard Pressure flbsr-cement lap siding 121311=0 Yu Yes WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Sea a Product Model. NUMbw or Name product D-Irmo, Contract Exniratto 2 185 SH 52x72 Fin/Fte lge Fnama IG/SG Single Hung 10/08,2023 Page 2 of 3 Florida Departinent of Business & Professional Regulation Page 1 Of 1 120/2020 Building Codes and Standards i/armla Product Approval Application Detail � 1 raved for Use Approvetl for Use imoaS Dad In HVHZ outside HVHZ Resistant Pressure Enft of i0 dirt Daft Pending to No Yes No -601-00 MUM, Version i VaNdmodBy vando d HIIhMWId FWAmrssat Approved Revision 2017 Clapay Wang ProMude Comprty Cererea : ExbrbrDOM Me* Visstsmakl Intrtek Testing Servla. NA, Gary PBehor l la=17 OWWA017 (513) 7706M Inc. (513) 51S41566 12b612o17 Approved SubCatepory: 5egbrw ededa Dow AeeaiMges nwes0alleld@dopay.Cortr 0aarplonce 118sarad: Codification Mark or Latino Apyroved„for U" Aomaved faltee egW Oftlow !ffiE PladetMedd.Num6.rwNmrProduct Doosdollon conewatilitallawanoste In HVHZ pubwomm nesiewo P1StMmt 86 M WS-09 PA14-2FI63: 73, 75, 84A, 94, 42, 46, 426, 488, Sood Pan (min. 25 pa.) SinIl (up to W wile) 05212028 No Yes No a38 PSF/-42 4RST, BRST, GD5S, GRSS, ARSE, ED63 WINDCODEt.>)174; W8 Garage Door PSF Florida Department of Business & Professional Regulation Pug. I or I Florida DepaMient of Business & Professional Regulation Pegs 1 a 1 Building Codes and Standards I r2o+a Building Codes and Standards lime Product Approval Application Detail Product Approval Applli ation Detail FU2436M 99da E!»Lsr Ping Ra DOW Pending 21g to rae-1111111 Sew goes,aa 11111111 299 OftPe]fem M lYm Version l contact ED9moor3Lttamt Validated By Valkilabed submitted FBCAwremal Aeemved lima min Ygal4a MNWARGWW janku Alucamse VaadstedBy Y IldA d submIad 1A&,Amm2d AForovoe AN& Revision 2017 PGT Industries Dean Ruork Mimi -Dade BCOO-CER MIaml-Deft 8CC0-VAL 122=17 12108/2017 12PIM17 Approved Revblon 2017 POT kwuswm Dun Ruerk Mbml-Dade BCCO-CER MWMI.DsW BCCC-VAL 12202017 12M81'J017 12252017 Approved Caopory: Windows (941) 488-0100 (78M 3162ea0 1) 4884H W (7B8) 315-2599 buleCatepory: Farad druaik@pgtlndusbiea.can Subcateaory: Single Hung tl .com ComplWmos Wised: Cortlfladon Marker Lbtlnp PLA21111jurti Products compliance Mspnod: CeNflcetlpn Mark a Listing FL#2394tU Pradesh; Quallb Aoprwed far Use Approved mrlW Barred onion Guayw Anrmarca AoauvediwUw Aooroved for Use jaw postal sate lataafi Shh*k.t11mZ awitim Eneertn Effie praroeabelsl.araramw/ono lnlilaS 4ptitlaH)a¢ Rallagaill Pressure, 9 PW4= (Laps Mieab Impact) Vinyl Fend Window 0413d2020 Yes Yea Yes WA 7 SH4500 (Large k dale knpaco 11ag4 Sage Hung Window o7/JOrzm Yes Yes Yes WA FLAIISIRzft le'ert nim Verdun win RavWon 2017 Janus Henf a Building Products, Iris Category: porwl Web Su6CadegW. Siding c.rrlpltence WMod: Evekwdon Repot tom • Falmde Registered Arddtect or a Licensed Fixes Profasseud Erginear BAlalVdMZmduft See.! Prodad Motlr. NuneraName 2 Hardlelxlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail .. Quality A- Aooroved for Use Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Inmact Desion Paget a2 irmom Page i a l 115a01s ErAW la go fat DW PMldno oft cwtuat Emtserrafusawas, VWkblbd By Valiclodad be6matd P132AmrQnt AnanaMd midis pkpiwag Zhu Ronald I.Opm John Saalmd, P.E. 0821YM7 081)92017 08282017 10/102017 Approved (909) 349 2927 PE-24121 M 387-2328 phwwrg.zhuaiwnemw dle.ccm 9wYstdmmon Aborw2difor Use Am[wMdfor Use tlmad Dallas pirasoura Product Deacrieffam contrast Ellpfrodw ode In HVMZ Ilberameht by ailing 121312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Pap 1 a l BWkling Codes and Standards i/nois Product Approval AppHcatlon Detail FLO"4N1 99d1 Eno, at lag Mat Gers.Possm tag in Version mmukow Validated By submitted FWAmtmld Apprafrtd Am& Revisions 2017 PGTkVUWW Dean Ruark Mram4Dads SCOO-CER MIemFDade BCCO-VAL 12/0612017 11/1&2017 12109=17 Approval cotegraq; Wkldows (941)48"100 V88) 316-2500 SuIsCateaory: Mullions dnMrlaftgtindwklem.mm FLa297-Rill Products Compttense Madiac: Certification Mark or Latina Quallb, Agamemnon, Aooroved for lid Am@adfiRtH! loMld Iadon AMAProduccMoWl.Nraaerwxaro In UM (NdWo HVHZ Realstand PmMtt 1 MuObne for AB Doom and Windows Aluminum Musa a 05126/2021 Yea Yes Yes NA Florida Department of Business & Professional Regulation crape 1 a 1 Building Codes grid Standards 1152018 Product Approval Application Detail M3a»i 290 00% !at odepe,dm 21M mugs Marston I conduct EDdmer#.Lker V Ndd d av Vandallod ELblk1d FINDAmrwad A-MW $idler RWWon 2017 AWde Nick Thompow Lyndon F. gdurrMt P.E. Ryan J. King, P.E 101042017 1010=17 10/ll2017 121122017 Approved cWamy. Pares Web (330) 9222389 PE43409 (813) 7674W slecols": Seattle mhotrrpaotrQahkle.cart Co splWeeMFSead: Evaluation Report from a Florida Regbomd ArAwoa or a licensed Flais FLIM111trAMPffialugla Proteaslonat Ein*m 2291 ProduaModd. NutMor act Name product Dissolution conihmat Approved for Use Approved tin NXZ GuWds ilea H Roolswe patina Praewn 1 a. &quot,2T&quot 8ofit Vent a Sdld Vinyl SO M 12/31=0 No Yes No NA Florida Department of Business & Professional Regulation page I of t Building Codes and Standards 1182016 Product ApprovatAppllcation Detail PLa15221-R4 S2111 Enft or tat late Was Ponam 20 lime Verson e contact e ye Validated! IN Y11IdistB( $tlhWft MC Aowwd9atamad 81Ws Revision 2017 The"wTru owporedm Rick Wright National Accreditation & Ryan J. King, P.E. 1212012017 M12017 12I2212017 Approved CoMM: Exdeft Doors (419) 2WI740 Management institute (813) 767$5S5 Su6Callegay: 9xlrtging WoriorDoorAsual a HdworwbwgomwjbntL CtmrpNorce Ilatlnod: Certification Mark orLbtlrg can FL E[»afst Quaft Approved for U" Aggnlyedfar Un its 2MM lie lisHVHZ OulaidsfOrtZ Rogisland ELM@ 5 e. &quotsmadl-Slomquok are aquotButchnu r by 811 rM =Opegrw and Gloved F@ergiw Door with 121J111021 No Yes, No WA Thermb-TruBqua; and wMem3ideaes. Instvkg and Oulsai g t3Nti432t lade MUM Yer110II MMUbOtWW Revision 2017 PGT lndutkbe Cowppy: EAOYW Door So ICA09m: SUN ExWdw DamAlwrnblks CompOeace ftelhod: Certification Mark or Lbting FL82814t20 Produote Sand 10 SGD41670 (Large Missile Impact) Florida Departrent of Business & Professional Regulation P.g.1 d i Building Codes and Standards rdrrmis Product Approval Application Detail E"ft lie late MaYPtxam lag Sam linalottraLftente $1dtm.W MAmt91W Amtoved IlMS Dean Ruork LBmnFDWS SODO-CER MtemFDede BCCO-VAL 1220=17 11262017 12262017 Approved (941)488-0100 (786)315-2590 d malir�ppffiId W al... W m Am[tmdfor Use Apprandfor4lg head amm Prover cosedotlpnContrast Expiration Cob In.H10R mmlds HVHIZ Realstarst PJ88erIR VhA Slkbp Gans Dos 04/14=1 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Parietal V5rm1s t Wade EStacgr !a$ tag tam 20 mm Mason conted E>mirrogir&Lime V.eeead By Nftfiddw 311Lhmtlgtl MOAeamrtl Amasad mum Revision 2017 Ciopay Buadmg Products company, Made WaWrWld taw Testing selvkes NA, Gary K*hw 11292017 0 IMO17 12105 017 Approved C118gay: Exterior Doors (513)7708062 Ix. (513)51985se Sub0sho": SeCiorad Exedor DoorAseambtlas .win ComptWee tidhod: Ceitlflcadax Mark or Listing AMA Pnod m NOW, Number of Name ( fig Quad t WAR Resistant Pressure 102 102 WB-16 PAW2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Seel Pm (min. 25 ga.) Double4or (9'2' to 1812' osala 8 No Yam No +37 PSF1.41 4RST. BRST, GM. GR5S. ARSS, EDSS v4de) WINDCODEW74; We Garage Door PSF bait Do Version Man rfaf rar Revision 2017 Jame Hardie Bulling Products, Inc, Caopary: Panel Walls showdogsry: Swing Complience Mathes: Ewlwtlon Report from a Florida RegbW*d Archw or a Licensed Florida Praonbnal Eighor PUF121g24R6Peodrrew &IL! ProdueLYni.L Numbrw Name 1 CempkNk Lap Sing RM }tits Version timer Revlebn 2017 Able cWgaric Panel Wald SuaCarpory: S.N. ComaMms Mogwa& Evaluation Reporttran s Florida Regbbred ArdlbS or a licensed Florida Piotsesloeai Engraw §cgs Pro" Model. Number, Name 2 b. SquotAlliance T4&quok SolM Florida DepaMTent of Business, & Professonal Regulation page I a l Bidding Codes and Standards ifamla Product Approval Application Dertaa E1tlg9[ Rik dale DatePoncillmi Ian Sri E .hroora Llewt V lWdbd by Validated AUkMVgd P&g AMMA Au> red ame Pingsheng Zhu Ronald I.Ogaws John Southend, P.E. 08=017 OSM017 0828I2017 10/102017 Approved (OW)349-2927 PE-24121 (352)367-25" pirwheng.a uelermober dle.coro ADWWAd drum Approved for ta! Imnaa Madm In oul PASW&lt prou R &ennmerd op swing lV312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall !; Contend ValWbd ev Nldr Thanpoce Lyndon F. SdonI4 P.E. Ryan J. King, P.E. PC) 922-2369 PE43409 (813) 767-0555 mhanpecrGalnkie.00ln 201 tat )ate Ode Vaddsbd submitted FB&Amrsxd Attitrovtd AM M 101042017 1011=17 10M12017 12/122017 Approved ratrretDeaotlmlort Cothset Allowed forUea HOW lades P In NVF¢ olmdoinlaz Resistant Pressure Vent or$didVinyl SolM 12311320 No Yes No NA ^tea W CD 2 W Y�i C O O Cn Q M L C) 0 _ U- 0 .cn Cn E L O tD CU p L �. CU Cn t• � O t• � U s1 !• Cn O }^,, W U) O 0 CL CL VJ U O '(D'^ V, W cat G Q z Z Q J LL SHEET NO, PA 1.1 Florida Department of Business &Professional Regulation Page 3o1`3 Building Codes and Standards 2Wzoz0 Product Approval Application Detail gpdS Entity w gala Delta Date Pendinc nett Type Version Manutacturer Contact EnBlneor&License Validated By Validated Submitted FBC Approval Approved Stan - Revision 2017 GAF Michael Bill Robert Nieminan John W. Knezal PE 12/112019 12/112019 12/182019 ding FBC Appn Category: Roofing (800) 786-3411 PE-Mes (954) 772-6224 Subcategory: Asphalt Shingles matI.h@gef. pact Pon C Dance Method: Evaluation Re from a Florida Regiat red Areh led ore Licensed Florid. Prdesslonal Engineer S h kr; t Y t S b t t' f rhldity Assurance Approyedfor Use Approved for Use Impact Design Sal Product Model. Number or Name Product Description Cordract Exdrffilon Date In HVHZ outside I Resistant Pressure 1 GAF Asphak Rocfahingles Foal reinforced 3-teb, laminated. 54a1, and 121161 No Yes N/A N/A hlpi asphalt shingles Florida Department of Business & Professional Regulation P.O. / of Building Codes old Standards ir"le Product Approval Application Datall pwtglsm ILLS Version 1 goom shallow Aubodbd FOO Actions! ALMtmfd ItlIWLL Random M17 LV. Tha p , ha dbe Thotnpeon ArchSeWral Tony Chrfor n Zachary R. Peat Locke Bowden 10Mo2017 101110ill 10/772017 12/122017 Approved Mebb Company (TAMCO) (813) 2483488 PE-74021 (334) 300.1800 CebDary: Roofing kalyGpm*Wroo t.cwn SuhCdgmyl Roofing Aeo"awMs that ate an lohprd Part of the Rooag System Cempllarl Metal Evaluation ROW from a Ftoddre Registered Anchbot or a IJoesaed Florlde Professional Englnaer Plttad 24t2PmdLids Quil Assurance Apprmlld for AnorwAWIWLPw lmmd leek $era 18 Hill outlets@ Kyle pAsbtut BlaeuM 3 TAMCO CM­RIdgs RodVemwtih Balls 26 go. all rsdverhLLatar with Integrals bdBe 01110912026 Yes Vas WA WA Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 12012020 Product Approval Application Detail Se➢l7S Entity or 1'ffie l !Ili, ill lisgill We Date Perrdlra Dora Type Version Manufacturer Contact Endnebr &License Vdidatetl By Vallddetl "ell FBC Approval Approved Scat rsr ReNslon 2017 Boml Roofing Anderson Robin IAPMO. Uniform Evaluation Gary W. Walker 10/182017 10/082017 10212017 Approved Category: Roofing (801):380 6091. Services LLC. (205) 854-010..0 Subcategory: Roofing Tiles RobinAndersonClocral.co Compllance Method: Evaluation Report from a. m prpdu,lls` Product Evaluation Entity - - a�9:d Product Mudd. Number or Name Pr Product Deacdotion Pr k Chial0VAsswahos Contrail Exopatlm Date Approved 1� for Use AmmidvedforUss Ou outside HVHZ Impact e R s�atam Deelan Pressure 16 exony a e- fl o, o es 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, Flat Profile - Stoll CA 1213i2020 No Yes NIA NIA Split Old English Thatch 18 Saxony goo Country Slate, Shake &amp;. Slate Flat Profile -Henderson, NV 1MI)2020 No Yes NM NIA 19 Saxony 900 Country Slate, Shake, Slate&amp;,Split Flat Profile - Lake Wales, FL 12ai2020 No Yes WA N/A Shake. 20 Saxony 900- Shake .&amp, Slate Flat;10111-Lathrcp, CA 12/312020 No Yes N/A N/A 27 a um o e- envar12t3lQ020 No Yes / 28 Mlle 900 Medium Profile - Lake Wales. FL 12/312020 No Yes N/A WA Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards Ifill Product Approval Application Detail "29*M salt ratty or Dote !ee DON eoea !ate MOM Verelon Nkmdachm !i,Wkl Emkl ids vjdwdw By Validaid $tbmkbd MBAODVMd Aid AMR Revision 2017 rrw 8diding components Group bna Shad Lewis ICC EvdOetion Service, LLC Wremt M. RanNrl, PE 09/19,2017 090072017 09/212017 Approved Category: sblokad Corrlpo+erb (847) 911 (407) 881-1917 Subcatgory: Tress PMNe Naw4anip com coop ones Matlatl: Evaluadm Repod from a Product Evaluaton Envy leg3 Produmf MotlN:NunberwNorms Resistant PnNoYM 2 17W BCGOlpine Hinge Plats Meted Connector Plata 12131=2 Yes YN WA WA Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation raga i oft Building Codes and Standards ir2o/2020 Building Codes and Standards lai2ols Product Approval Application Detail Product Approval Application Detall gg Entity or Data Date Pending Die IRti6Bt4l-R2 290 fig ga 20 paw PWARM Rik TV- Version Manufacturer Ctl Enpinea&.License. Validated av Validated shnmmaa FBCAmrovd Audi mill I= Version ! gust E VSW.tsd ev yg((geyp $Jiaefilat FBC A=Md AamYed $teBLL Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Priest Locke Bowden P.E. 10119=17 IOIOSM17 10202017 12M 22017 Approved Revision 2017 it Thompson, Ina. act Thm"w ArgrSectural Twycmmn an Zachary R. pilot L.o" Bowden l(VII) 2017 101102017 1W172017 1211212017 Approval Category: Roofing (417) 624-6544 PE-74021 (334) 300-1800 Mleteb Company f1AM00) (813)24544M P&74021 (334) 300.19D0 Subcategory: Underlayma is kar8_eden@.tamko.com Ca%gW. ROW" .veil Compliance Method: Evaluation Report from a Stddabpory: Roofing Acnaorbe that ass an Florida Registered Architect ore Licensed Floridatla taWalPartofthe Roofing System Professional Engineer 9 Companies, M,a a hEvaluation rtfroma PIYnPa Repo } FUM232,,,,,,,,-B Ploduat hs ,a .. ..., ,�,,. .w��, � for Use Impart Flores PA#iWb fed Architect or a Lleanaed F1oNa Proieaebnal Engine" 3aa # Pro" Motld. OuaBty Assurance Amoral Product Description Contract Emlrailm Ode In for Uses Approved HVHZ 2W9112HVH9 Resistant Design Pressure Ra18Ne4U Prodrets $le.am Qualifier Aragonite ADWOM f7Li.! Aaorwmad ter Use IM21d Doran In HVHZ .flYf$Reablot plug 6 No. 15 UL Asphalt saturated organic felt 10/182021 Yes Yes NIA WA 1 TAMCO Flat Top 011401 Vemwith Banta for Tee 289L SWM rod vwd#* with baffle ollsoa 26 Yes Yea WA WA Florida Departrttent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail dodo Eraw w Man vonkn Contact Erab�au� Revision 2017 LV. Thwnpem, it= clua Tlwmpson Architectural Tory Christman ZaWry, R Priest Steel Compel (TAMCO) (813) 2483458 PE-74021 Category: Rodn brfyopwnNaaoMng.cwn SuhCahgmr, Rooding Accessories thert are an Integral Part also Rooting System Compffw" Method: Evsk"m Report from a Florida Registered Archaact or a Licensed Florid ProfeealwW Engineer FLOIni"U Products $M1.A Product Model. Nrnmbw Noma P. 4 TAMCO Round Top Madge vast wkh Belle for TN 28 ga. dire rod venMdorwith befit Peg. t w7 11501111 alt 20 Bob 21111 yauddw By Mdd" $1 A■sxd am& Lodes Bowden 1on02017 1WI=17 10M72017 17JI 2017 Approved (334) 300.1800 Qudkv Assurance Apygoved for Use A,ercri(edlorLim sit Dian 1l11tIQ Out".HVII ankdKt D oamo 2026 Yes Yae WA Will Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga1 of1 1202g20 PRO Entity or 20 ale Data Pending Daze TTVM Version Manufacturer Contact Engineer III License Validated By Validated Submitted FBC Approval Approva Status Rovfaon 2017 Global Protection Products LLC. Tim Robinson Waiter A. Tillit Jr. P.E. John W. Kn.... ich PE 09106 7 081 0811/2017 12M2/2017 Approved Category: Shutters (954) 689.7545 PE-44167 (954) 772-62Z4 SubOaviiii Storm Panels tlm:rotinsm09ypent.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Force Professional Engineer rT e - _ _ Camlty Assurance Approved for Use AMEI for Use -w Impact Design Sera Protluct Model. Number Or Mama $odret Dasalmon Cmd'act ExpkMlm Date in HVHZ outside HVHZ fj uribit t Pressure torm 1 20 Gage Galvanized Steel SPanels/HVHZ Corrugated Gelvamzed Steel Stoat Panels retained 12/312020 Yes Yes Yes WA a not bvtracks to provide hurricane ractectlon. Florida Department of Business & Professional Regulation Pgs 101 Building Codes and Standards 115=18 Product Approval Application Detail FLOIDOOM ggge Ent6Cor Dg! Dote Don Pontllm bete. MW Val„ Van contact Emdtesr &JLkow Validated IN V@Ndabd submbw HGAnimals! A■rsYd AMR Revision 2017 [TW Building Canponerde Group Inc. Swart LMU ICC EvduWon Service, LLC Va sm M. Ranieri, PE OW192017 0=712017 09212017 Approved Category: Slroctuml Compmerb (S47) 9186473 (407) 881-1917 SubCalugwy: Tree PMU slotvNalialickne w.own Compg n Method: Evaluation Report from a Product Evauaton Entity FL)19994" Prodreb 9WdfiLAm1 m Amrovaelforup Anwomd for Use 19■9t leaf AMA ProtluctIIOM*Number *1Nnn Product DOOM InWAM Gol,HVHZ ltnteteM Promm 3 mN BCGIAlphe hutox Instal Connector PkNe 12/311=2 Yea Yes NM WA FLa1691a4U 290 LM! Vmtea IWn,teChM RevSIm 2017 LV. Thompson, Inc. dbe Thompson Amhbctufal Meth Company (TAMCO) R SWZM$g �9 8 : Roofing AOceeeaNe that era en uhCabpory rip Irtegfd Part of the Roofing System ConfidencehneeMetlad: Evaludon Report from a Florida Rag Nrohor ABect a Licensed Fkrdi Professional Emgineas 22 TAMCOGOooene*Vam Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I of 1 11=18 Enter or tote IW: letePsrsY■ 20 Contact E ¢j VaadatsdBy Yew $IMIBM FOCAL Ae W $WILL TortyC]ve n m dory R. Prhat Locke Bowden 101102017 101102017 10/17r1017 12/122017 Approved (813) 2483488 PE-74M (334) 300180D ton Y<$8ortr4kooAng.cam outlets, Assuming, AppraMftUm Aoor&M,for Use temar Deal,, ProduatDoorhadow Contract ExohWIen Date In OLokk Hyll J pressure 25 ga. 09lOBf1026 No Yu WA 4-Dr rwnua wixim umrommt unto anal rxJSNlmm rttlaUWtlun Page l oft Building Codes and Standards 11712019 Florida Department of Business & Professional Regulation Paps 101 Building Codes and Standards ++8 Product Approval Application Detail Product Approval Application Detail Code EMIN or Date Date. Dote Pomfirm Date El l ]Y8t Version Manufacturer Contact Enal & License Validated or Validated Submitted FBC'Approval Aoor ved. status RON KrANy or Ra Do DataPendimDab ReWslon 2017 Lomenco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Ul PE 0410VAIS I2M 82017 04/152018 06/122018 Approved dYea Ylrstea 111 Ssrxd EIMbmL&Lk� Validated rat Validated $gam 1 Afllumld low Canal Roofing (601)982-8511 PE-31242 (717) 317-8459 P&VWN 2017 Florlda Metd Produces Inc. Clark Jones Jwmas L Bucket, P.E:Q MkJeN John R(emas, 10rLBr1017 1010=17 101272017 121122017 Approved Subcategory: Roofing Accessories that ate an scarter@lomenco.com Cahgary: Roofing (904)78534M CSUCK Engkmm" P.E. Integra Part ofine Roofing System SutbCasagary: Replete Azsass a that are an dsrk®flance.aen PE31242 (061) 414.7557 Comr4rllance Method: Evalustim Report from S integral Pan Of the Roping system Florida Registered Architect or a Licensed Fiodde compliance Modm&. Evaluation ReportImm a Professional Engineer Florida Raphbred Architect or a Licensed Florida FLIHY20.lf3ProYfircts ' r + Professional Engineer mas>x : �m ,,.l:.f FLO211iM I Pnxhwts QuallN Assurance Approved for Use Approved for Use Impact Deal Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Attracted for Use Approved Star UssDmamt pwkn 1 Deek-Ar- DA-4 Law Prose; Polypropylene Rattle. Roof Vent 07fl02021 No Yes No +97.5/-97.5 E!a!Product MOM. Moral or Name Product Dlwddion Contract Exohmdm Dole IB.HVM Oubd&HVHZ Rmftbk PJL&" Mechanically Attached to Plywood Dsck. 3 3- FTAMCO &probRV 10 Rags Vent8qu rt Alumill Ridge Vends for pkh d facts fabricated 12131rk= No Yes No WA from 0.02E Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 Will .2292 IritlN or =2 Data Date Pandlno bete aye,,; Version Manufacturer Contact Enalnew&License Validated By Val tlMl eQ Submitted FBC Approval Approved Sint s Ravislon 2017 Al American Shuttem and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 10/182018 10/182018 1023=18 12/112018 Approved Category: Shutters (561)712-9682 PE-D046549 (954).047-0880 Subcategory: Storm Panels mImIb@agemari... shulta Co npltem"Method: Evaluation Report from a rs.com Florida Registered Architect or a Licensed Florida Professional Engineer 8�'R2 - -impact - -� - - - - - Quality Assurance Approved for Use Approved for Use DeSlan Sag # Product Mode]. Number or Name Product lomill Contract rail Eml on Date In HVHZ outside HVHZ Resistant Pressure 1 240. Galvanized Steel Bi— Panels 24ge Galvanized Steel Storm Panels 12/312020 Yes Yes Yes N/A B 4% deft Brno Vml9a !tee Revbbn 2017 ITA, Building Compmeds amp hc. Ca"wr structural COm mrft $HbCalgayr: Tap Plaba CommpBence Mori Evaluation Reportlfwn a Product Evdimtion Erl FLOIM� Products TProduct YlodN. Numharw Nems rrW BCG(Alpine Weiss Florida Department of Business & Professional Reguladon Building Codes and Standards Product Approval Application Detail Effft at Contact Stronger &LJ— VWWdodBy Shad Lewis ICC Evaluelbn Service, LLC VWitam M. Raced, PE (847) 9IW73 (407) 681-1917 a WA O .OW W.mrrr pgei of Iffil RO Date Dab Poem201 Validated $Ibrs$Yd PJICAuseraved Answered Abu& OGMSM17 OW07MO17 0912112017 Approved A■rs edfor use kiwi teal■ kLH i; OUNAM.III Resiobw Pressure Metal Connector Pleb 121312022 Yee Yes Ni WA D3ltd18-M Rate MOM yeod,B li mf..km Revision 2017 nWr Building Componsms Group tea Category: Structural Compoents SubCWgory: Tnm Pietas Cwnpikow Metlwd: Evakodw Report from a Product Evaluation Err* RAOD04t& Product, ftl ProAretMohl. Number or Narre 1 nVV S=AIPIM Higher Strarip (H &amp; S) RJ21974rs &ode Mae version ! Revision 2017 MBTek Industries, Mc. Category: Structural Components SmCroll Trues Platte Coapaeme Method: Evaluation Report 8rm a Product Evaha9on Entry RAIS74me Produces &I Product MOM, Number or Nems 1 M1al Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicaton Detail Pagel 1/02018 Enter or Rik Ra Delta Pandkw Ro Contact EDateaet4Llcense V@UdEW By VaYdmd Subm d FWAgmmr Aaprovud $WILL Smart Lewis Do Evaluation Service, LUC William M. Ranted, PE 09119=17 01MO 2017 0W212oi7 Approved (847) 918.8473 (407) 661.1917 alewhMatuineevrcwrm QU,M Allegiance Approved ltee tear Rol■ A■ 1ag31tllklARli J P1lw■M M" GoMWw Phb 11201 Yes Y" WA WA Florida Department of Business & Professional Regulation Paae, a 1 Building Codes and Standards Irvaole Product Approval Application Detail MOM, 28t —00 Date.PeMna 2 gggiagt VaNdsbdBy V&UdmWl Sub,Nbd FIUr.AMnMW Acl:etrd DNA David yus" ICC Evaluation Servile, LLC ICC Evaludim Service, tonal10fIWMI7 10222017 Approved (314)851-7480 LLC. dwert@m,•corn (20t7 520-M Approved for Use ABOrov for Wit iml■t Dnl,n In alp• s>LLktun Pressure 18 ga, super no sheagh tnNB connector Aida 0110 i Yes year Ni WA Fiofida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pee 101 115 1e Florida Departnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Dertall Pee 1 d / ir5mig Florida Department of Business & Professional Regulation Building Code and Standards Product Approval Application Detail Pape 1 of 1 i/5/m+a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pea I off 115=18 FLiMS74ta SdR lk Rafter !ate Ro lett Date N71974M 226 grow >e& Dallas Dau Pena Dole FLOMS74% 2299 crew Or Rijn 2211a Data Pending Rate FLOM974ta 220 Enthy or lee ere Oft Pending !ate rime Yalrgn Ideals contact E■k u A LIr vaudatsd av Vrldtted SL4"nNted FBC,400 m.l A,eymtd am MGM Ymim Mmudicbm Eltateea3 Lk� valMet.a sy11111wiliald SubVftd FBO AonmvAl Amounted 21 Hive Ymlaa MID EDateeeL&Lkl v■ad.ba ev Veld aW $LitMmell PIIC AnDroval Aopm d ad& erne dta@teS PJ]➢bMM# vana.tsa By ydldrd Submhbd FRCAogMxi Agermd AMR Revision 2017 MaTak Industries, tea Dave Wal ICC Evaluation Service, LLC ICC Evaluation Serske, taMVAIT IQMW2017 1(V222017 Approved Revision 2017 MITek Industries, Ina Daub Wert ICC Evaluation Service, LLC fCC Evaluation Service, 1 W79R01T 10/19M17 10222017 Approved Revision 2017 Minsk Industries, Ina Dal Wed ICC Evaluation Service, LLC ICC Evaluation Service, 101191 10fl9i 1022/2017 Approved fevbbn 2017 Mrrek Inrkuell Inc. David Wert ICC Evaluation Sevim, LLC ICC Evaluation Service, 10/19=17 101111112017 10242017 Approved CatogW. Stmdurd Components (314) 851.7480 U.C. ab9euY- Structural Compensate (314) 851-7480 LLC. Category: Structural Components (314) 851.7480 LLC. Catgoryl: Structural Canpoesme (314) 11161.7480 LLC. Subcaegory: Tmue Plato dwmt®mll.mm 005) 5989800 SuliCalaill Tres PMp dwerlilitmli.00m (206) 59&g800 $UbCoWpW. Trues Phtse theartOmli.mm (205) 598.980o SubCa s": True Pbtes dwertilirrnlhocam (208) 598 9800 Compliance Modmd: Evaluation Report from a Compliance UPOW: EvskNtion Reportfrom a Compliance Malawi Evaluation Report from a Compliance Mearod: Evaluation Report from a Product Evaluation Entity FLS219741a Products Product Evaluation Enay FL921874M Pnxkwb Product Evaluation Err* Products Product Evaluation Envy A pprovadf*rLLU Approval for Lim ow Ruwa Quaft Approved Sor that Approval for LW bWO 2MU nNI974t9 OLVA& Assistant! for Use AI)at�4lLiptltee !ems Pta2197.111s Produets 2&9 Product YedLL Number w Name In III I lel>.11if! ite,.t! kit J Pressure,sw Product Modef: Number orwea eow�JdYtii ldekbffd !emu IielL$ PrslMes 2 Mil to logo. in= ovewdw pbb 0110112m Yes Yp WA WA 3 MITI" 18 ga. high streroth true tc %n9dor phrte 01/012023 Was, Yp WA WA 4 Mira 20 ga. true connector plate 01m2023 Y" Yp WA WA 5 Mr20HS 20 ga. high strength sup cemeder pkb O111012023 Yea Yes WA WA Florida Department of Business & Professional Regulation' Building Codes and Standards Product Approval Application Detail Pail Ill 12OM20 24132 Emily or 2& 292 Date Penc m Ill& Mugs Version Manufacturer Conrad Engineer & License Validated By Validate d Submitted FBC Amrti Approved $i;SoM Editorial Eft 2017 Weyerhaeuser Y... Rob Baldwin ICC Evaluation Service LLC n , Ian Lehrer P.E. '04/012019 0 M V2019 32 04/08rm19 Approved APP Change Category: Structural Components (253) 924-6476 (608) 839-3286 Subcategory: Engineered. Lumber Rdbert.BeldwIn]3weyerha Compliance Method: Evaluation Report from a. eUa..d— Product Evaluation Entity -Rig PD(da t '_ _ Ouallty Assurance Approved for Use Approved for Use Impact Deal 3e0 ft Product Model. Number or Name Product Description cordraa Emiratfgn Date In HVHZ Outside HVHZ Resistant Pressure 1 Microhm LVL Laminated Veneer Lumber 03/312021 No Yes NIA N/A 2 Patt ism PS).Parallel Strand Lumber 031312021. No Yes N/A.. WA 3 TlmberStrend LSL Laminated Snerd.Lumber 0313112021 No Yes NIA. N/A 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 03/312021 No Yes NIA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A. N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page'I aft tr20r2020 Cueoty Assurance Approved for Use Approved for Us. Impact Design e Product Model. Number or Name ocill Description act Expiration Dais outside HVHZ s sea a Pr Pr d�DV In.tlYlii( Resistant Pra9sgLs 1 High Strength Concrete Untals 4, 6, 8, and 121nch wide Ilnteis 0512112022 Yes Yes NIA NIA 220 M122 vww f Revision 2017 Commercial Concrete Pmgduoh,lna Category: Sfruawmi Components Suwabgm! Products Introduced or a Result of New Technology C000m eMethod: Evaluation Report Troma Florida Regob ad Artllltsd wa LWwdW Florae PnNepimd Eloreas FLa1774.Ra Produces $egg Prol MOM. Number or Now f Quall Pbced or Commercial Concrete Products Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ElCtecat En keasIU— Robert Gish THUY H. HUYNH (813) 659.3707 PE-80122 precaetgator@yehoo.0om Product Dooddo§M Preept and Ptesteaeed Cwncreb Un" ywhi9w By John Hoy (352) S88-0311 Page I of I 115=1a lee 21M IetePffidl■ Rate YaiWrd IlWOM PW Approval Apt $Mate 101142017 10r132017 10211 17 12112aD17 Approved GUMM Assurance Approved toc� &22RML IRLM ksm llmm ID 100Jx outsideD3 Prs! m 06125=4 No Yes WA WA N Q Q O 0 co _v O � —0 VJ 0 O Q _ W 0 UL .� Cn C0 O ��{�./ p Q /{�� t V -0 ��./.'.�I Q Z Z W J U) ICU ICU re Cn o -� U) Lro Q as C/) �a U O Goo v, M� a -`-a IJJ c G Z Z Q J a SHEET NO. PA 1.2