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Home My WebLink About2950 Lytton Hall DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M, Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or 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 CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection IAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w `' Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB ALL WORK SHALL. fiCOlt_41PLY WITH PREVAILIN i ORIDA BUILDING CODE. NATIONAL ELECTPRIC C"°`DE-, AND THE CITE Or- � .Iui YFeI�iII I REVIEtA/ GATEOCT S 0 lid 0I= EPHYR 1L PLAN EXi 01NER FE-11 0 E I [ D F I E I D F77 FE-] E D D I E-- I E Hal INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. OWN �d� `• G LL! OX To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E rA O N (p ap UV N # U N N LL -g_- a rn - w d: In N N LL d � w vi L` LL a rl 10a J 0=o —Z o m O CJ III rng4'd _Jo°- Z 04 ❑❑❑ W (D N M 0 Z C N z o � J Wiwi c/1 V z �-1 a 4-1 _ L w ° U 0 to � di LL, W F— -� E m 8 I I x� U o N c 0 ° �Q N 144 I6 o O J w M o Z ¢ Z Z § =o �o ¢� �E E F� �0 ppa Up (6 F XY �U o E CD�Z N i o w0 ao �z wZ ¢� . ra _ - 0 m� 0 �� Z F ) Z 0, J m ?� N 0 g0 2 Q w � a 0 W U �0 O I a F rl za �� yM v rn cc � L O xn a T C) >+ N T J d LO r I rn r L0 E c T N o Z Z � E O N E U c a ¢ o JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. C S q 55'-10" A S3 H.B. 8'-6" I 5-SH -_-- R&S - - - - BUILDER TO r1___________ °36 'Rill6"DP: iv PROVIDE I I IN W.H. APPLIANCE I I I K TYP @ CD O PROTECTION I I I S4 GARAGE 2'-6" WHEN REQUIRED I I I OPENING ' OWNER'S SUITE _W.I.C. PER FBC CD 8'-0" CLG. - 8'-0" CLG. I I I CARPET TIE CARPET r 2 CAR GARAGE cr I 11 A WW 17'-8" I r - - - 7'-8" 8'-0" CLG. 20' �3 I I I78,J "w -- _ -- z l 2668 I 1 I HANSON I o I I I LEBER BOX @ 36" EDGE OF SLAB 2" I I 0A.F.F. BEYOND WALLcc K60"x36" DRYER VENT I SHOWER _-- THRU ROO G &S xN S3 (3) 2x4 #2 SPF w/ SS 11iff DTT2Z @ BASE D 1/ 1 I I co I I Tci;TYP @ 1 STORY 4'-0" PT. W OPT. D S3 j II NOTE: FINISHED I I N Ili ¢ YA WALLS TO BE I I �d'� AHU FLUSH. VERIFY IN HI io - G. I I FIELD. I I TILE ----- ----- I D � S3 (3) 2x4 #2 SPF w/ S3 28 8 DTT2Z @ BASE S3 ' FAMILY R M R.A.G. O M 2:12 VAULTED CLG. i 9'-4" CLG. co I CARPET 3068 ' 1_0 CD9'-4' CL A I ENTRY i 2T-8" LO T-10" 7'-8" 10'-10$" in 6„ 73. 4 8'-0" CLG. I I � I I I I HDR AT 7'-4" -------- aim T r R&S _ �'°' R&S i�--------------- r` 2668 co 2668 r 7------------ 4'-0" 11'-7a 6'-10" N 4'_7„ 8'-8" N 5'-4" '"' 14'-6" 5'-4" M I N 7'_6" I I I ( 5068 B.F. 4068 B.F. j OPT. I ------------ ---- _ REF.rt- BEDROOM 2 M to U)o W, �o PATIO CAFE - N �"° _____________� _ VAULT. CLG. �� I CARPET BEDROOM 3 r J' BEDROOM 4 =� U) CARPET J D.W 0� I I 8'-0" CLG. LOX N 8 -0 CLG. , )w Oi T Q J 3L - 24 - J g '' I b°° CARPET I - ~ CARPET MO O C i I N> U SI Kw/ ISP Y I r I ILE 2" w '� / 21'-2" 2 2 I " 10 10'-42' 2' 4' I 5'-3 " 105 TIE j1d m I ■ i I o0MW to _ I TYP @ 1 NTY a-TSTORY 36 36 T L. Loz I FIBERGLASS I A AC PAD i _ _ _� T I SURROUND q S3 5-SH 1 i� -- - . O : T 16" DEEP Nil H B EGRESS EGRESS O 30 29'-8" OP o zo 6) C9 N LO O 0 HEADER SCHEDULE HEADER SIZE REMARKS KAR (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38j 18}X37j S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 } X 714 S.H. 11-12 271/4X26 26X25j S.H. IIH3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. i H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 314 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 7' X 62 1/2 S.H. 26 37 J X 72 36 } X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 j 52 7' X 37 4 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi 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. Is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor igniiion resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -30.8 © +29.7 / -39.2 Q +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SIN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. 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) 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV-Al CONDITIONED CEILING RBLOWN-IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 r-On (GARAGE / LIVING) -�..� • C, �`� cam• < n fry i-1E ra,sPJrt3itt�3"�!`. 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. a CID O E c r 8. N (p OO � N G it LL c�'n * J W rAr�-0 LL _ a QH Z e1MM I W , fN coLLLL a °- IX 0a: «;°o Xm O N Z o M Z 0 z N U J ° 0 ao❑ W V M z N (7 0 gj z z gonna o Q ? ) z � FIR U OW N Ly N U� E m i U o °H' tffil N 14 o M W 2 M w o z < Q E V =o Fz a® Da C', �� Qp I- rn O E x d p a, N �o Q zqL , U) c c In hm m g O O 0 ;Z z W J a iz N Q 02 z g0 az U �& oz 1 °0 >° o w za a 03 .N M > d' � 0 � L .i r U � Fi o _ d. T Np J = C) LO T_ r rn _ E "E T N o Z m Z E vi d ICU a E U _j Q p c JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U w Q MEDICINE C) CABINET o0 O~ O~ d- O > tV > CM CV M cM d' t'7 KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER N FIN. FLR. KITCHEN KITCHEN j I I I I I 1 I I I I I I C I I l I i i l � I I I I OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR, oc TOWEL BAR a ON BATHROOM WALL SHWR. o =_ 0 VALVES - W o 00 = SOAP - 00 cm C'3 00 o DISH U r icy in 0 0 r co co TTOU B BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY E 5 r, 0 I I O�N 1 MIRROR O c+� Ir�II OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 LL to a C 1 0 2x } LO o0 FRAMING T �-- CM C0 1 /2" GYP C? BOARD — FIN. FLR. 2x P.T. SHELVING CABINETS TIN '-p O O SCALE: 1 /2"= V-0" III � - r r C) Rt r CV C I N FIN. FLR. CE PLATE ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=V-0" 1 ;t "�t6��. t9Y4�%`111111i '� /y �l '`.O �m A }� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W IN m o(p U N N # 0 N C,'-,* - i N (l) LL LL a- Q aj MC Lu W LU cU CL " " a Cr zwoo @�v @ m O W 4 rn �p 3IL '@ (p m m IL ( T J a oo N O x 0 N co ¢ (Q,) J 00 z IN ti M C) N ch O C) O Q � QN J ci-r U) � /� nV M p��q m0 'I W V O LL 4 (V W n m 1•�` U 0 L41) �N W g C (� m— iq W v ) N 0 �s CD JZ W C")z O Z g LL. e E z N CL o E U od CU �U U¢ CN ru ar � o <o W W �� W0 (u Cn ^ z U Nm '0 o Z a% "'� " Q W � ur a Z ZO QL a W _�� dZ _� o <a �o �~ ZI< dF 0 3 0 = ca O i N � '> ' 0 O (0 C `.' ,— Z3 04CU ° C) O J L r"- Z LO r m N o Z E O JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 2 LQ 12 5� HEEL 12 �5 T.O.M. -- —------------ -4----------- HDR HGT. TEXTURED o CEMENTICIOUS 9 � FINISH ON C.M.U. (TYP.) io 12 5� 2'-0" F.FL. — ------------------------------- N 12 5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 11-011 ❑o � LI 7E F171 FE7 E: I D E: 11:71 ------------ 14'-0" RIDGE VENT FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"= V-0" 15'-0" RIDGE VENT LEFT ELEVATION - Al SCALE: 1/4"=1' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED CEMENTICIOUS 00 FINISH ON C.M.U. Zo (TYP.) — — _ F.FL. I General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �. ,y,' .spy ••�� so n e `^; ;O •° `O F E @S5 qS 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. 9) W v co E w co Q a NNCQ ® LL vi 3 Lo T N J W Cl) —0 u- J d LL Qa j M M LU W aa� Z �"-LL mc0" 0rZ eg 0 �@o =mJ :E N m 0 c, J ❑ O Z ILW co N O ❑ go N Z Z (¢j o � ❑O❑ W c� Z N cT o ZiXy � N Q � Q J — V^ — N ��n�n V 'I W V O lL �1��, T t� W ® Ss m U Oft 0 w o all � c w � VN 0 p to ®00 El t 4 W C"z M o< Z G ,i E zo Qo >o <a :i o Nu �O Za 1— Q — X U r ()o U S< N �o p �¢ ww tt rind - C zZ < 5m O z' >Z � �Z N o Z gz ww o �O o to �t m za a o3 0 M = f iu rn m � L T 0 0 0 m = ItLO r Lo E T N o Z Z 3 E O iri N d E U � .D? Q p c JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 3.1 O ao 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS M. c a 12 5� TnNA — — — ---------- 1-011 16-0" RIDGE VENT 12 :Z::::�5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4rr=1 r-0rr TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 T.O.M. T T . HDR HGT. _ _ _ _ -- �1---------------- ---------------------------------------------- TEXTURED 1 0 TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. 2'-0" (NP) FINISH ON C.M.U. (TYP. ) o F.FL. — RIGHT ELEVATION - Al : 1/4rr=11-011 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. f ;• '•, 0 F E 1111i114��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. W F/ 44 EE co OD V U N W N iR V 0 N c: '= u'� O) S. J 7t W 05 r LL J a. LL M �i �i Z CIL ai W J d C °' Z O L:a0 � m O J W C/) 0 a Z IL 00 O N M Z O a U J ° ❑❑❑ W Z (V 0 z z o Q d N ' ^ v r N M ,�^^ u- V O '6 1W T U cn w m p a 0 V) w C,Q) y {lam Wig w U o ' • r_ O O J w M o z z a J U_ Q E E o m w > I-- !9 o E N x o o ¢o dZ 0 00 0 XZ wz n3 t r� U) C: - C:�g zo qz� mo 10 >z Z U) 0) o go U ?� W - �� a �w G wit oZ ~- IIIIIIII� CZ)I Jw W �F y o a r c0 V za o d > d' N rn m m � L ' ; r. Q 0 r1 0 (0 m co r o Cn N r 0) = C) L o Ir_ r � m E N o Z E y c U Q p _J JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 3.2 c 0 O O v tZ N N a 0 a 0 CV C7 cV 1.0 v a w 0 m v 2 1 cv iv 2" N eo CO 1^ VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" — T,N ~ �' _ 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a V-5a' MIS 1/2" RADIUS 1" 4" VARIES VARIES "' C3 rpl� TIN CAP it 1" 17 1, p„ 1'4" o � 2„ 12' VARIES VARIES 1 1,4„ _ 1„ 1 1/2" RADIUS 4" 34, 4„ a N 3„ ITN _ �`'� tW FD - VARIES 2„ 2, ^LN C7 31„ 31„ 2 11" 2 2 1/2" RADIUS BASE LO _(0 - N BASE 4" 171 11„ 2 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OPENING 2" �N _U 1'-6" 1" 1'-4" _ 1" 24' • ' ' O iv 1-1/2" THICK 1-1/2" THICK 24' IV IN d' 0 10" 6" r 4" 1„ 2 / CV 2„ 4„ 3„ 6„ 2„ 2„ iv W W 1-1/2" THICK 32' 2y' *- 2'-4" �`—� 521" 1 -5 52 00 N �LO 1„ 1,4„ 3„ vI 2r o C7 5 '. 4 VARIES VARIES 2" w t 2g VARIES VARIES r4 1" 8" r--------- fV I I � I Rs -I- 3z 3 ^ 2 44 IZ 11 Q4' KEYSTONE F11 b - OPTIONAL 4" GARAGE DR. OPENING 4" r;0. KEYSTONE F11 OPTIONAL �3" L3- 4 4" WINDOW OPENING 4" J7.. e INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V N -zo R4�r VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1" 11 1' 14-6a' 14 12" 5� 2' 1 1 -12' 54 1'4' a0 1" 3'-8" 4" 3'-0" 4" 101, 1,_4" 101, 0 04 7" �o N iv N 1N co N CV 1 " 1" co o SIB. R7p„ 11„ 2 CV� T E O GENERAL NOTES: new • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ZXIA., SE c00. , 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W co OCIO Q �epp N coN 9k m —I iIi ('n h "L - QLUW Qj M M LL J a W n cc JLLu_ 103 a X 0$�o m�� L O 2 m O iZ 31 9 N C_p WZ 0] m W rn cj O N 0 N M IL J o a � - U O� Q z ° 6 ❑0❑ W Z N M O Z pip O Z n Q a N z �N s � Q m O w o N � N f0 C� r— —_ E w, III rti co m co 0 o � J w z M z o z < E E o 0 wLL z ¢� z® o 00 CIL C� E ¢¢ o O< �z N�o o < Ww 1WZ ,4% L m Cvn C 0 m O z� z Q o� 09 go a w CT0 �0 c' Lo M� 3 o wF o o� l¢ zCC o� U 3 > d' ui rn co 0 � L 0 m o r0 C) �± A N r 2 LO r rn LOr E (6 N c c Z E E cc c cc a:U E .o ai _j Q O v JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. F 1 w v v ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 10 #14 copper to lights & outlets ELECTRICAL CONTRACTOR NEMA t 200AMP 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE 10 #10.2 copper to WH SPECIFICATIONS FOR THE TYPE #10-3 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN O 0 or 4!0 SER Alu 200 amp 150 amp POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. FT ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER 1WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT /I] ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT S.D C.M PA �O �� j CAFE OWNER'S SW� ITE T 1 ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE I I ' I I I I I I ` FAMILY RM I ( v I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET I FOR DW I i U.C. OUTLET — GFI / GFI C—---------- GFI F I I 0/ I D.W. i / / I INK i v1 DIS /PENDANT AS PER SPECS / to / 3 GFI GFI db qp c' DEDICATED RECEPTACLE WP H•B• FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS RECEPT. FOR ALARM SYSTEM I EM01=1 0010�..A I VERIFY METER LOCATION WITH BUILDER H.B. W IRRIGATION VERIFY LOCATION F — — A.F.F. — _ _ _ _ Dw ELECTRICAL PANEL 0 I I I I 2 CAR GARAGE I I GFI FOR 1 GAR. DOOM GFI 1 _GFI @ 44" 1 A.F.F. j I I I A I u �' L------------ GFI @ 44" A.F.F. I ENTRY I I WP j ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 N 0 N LO I` 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q, c EEo Q U co co o0ppp 10 (0 ♦� 9 Y � R J * 10 ul O 0 c N rn n ' J LL J d LL �i 4 ej Mco M u- Lu a a LW Z 13 Zu � L 0W Iwo Wmg W o ¢ a ILZ F,Z M y 60 N Q W M V Z N M z o J— l1 jn to z Ca o a--+ U _ N Lll � U O W S ( ) C N �V)wig Y c} W t0 L z� U � N 0 • �0 s Im o � J w M M w Z Z Z z Q J U_ E w zo o ro Z R Q. O E U Qa o X U Uo O E N ao ¢o a �w 4? i ra i _ C mm 0 zz N J 9 m <w . rn ;5 . om Z z no Q yw U o 11 �3 CD aZ J =� Q Z ¢ a (0) 2 M ni m m m 0 � L O CO C m = r-'4" r 0 N d) J N_ T d7 dt LO r = L0 r E r N Z Z E a `m a E U JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 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. ofSQ. of ventilationt o 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. filly/ /j r "�011111I nw 0- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q aa pp 00 o U pipp — N it w N m U. M cc � � R M M J'* W u_ J a .�f 13 N MALL —rvN ° W W a 4 O� Z w@o�W m�¢Zzoo �¢o2"n J 0 a Z I IL L co 0 N thZ OF = OU ❑❑❑ W v M � Z N 0 O O Z � QQN Z O Q Q J _ Nn N M 'Zr� �O 1 �1 V O N v w � L U OLLj s w� Ln wRigJ = L �I U o W I Y • 0 N O� t` O O w M M z � o z Z LL Q O z� W O Z�N Q CU O s UO ~ � oa o O O CV L ap Q z wo 6 �� w w rx� ro C C o Y m 0 z r oz T z Z N J m c� g rwn CtZ 02 4a 5 a z ao �� r=-k =3 O z ¢ 7r K O O cfl w o it z¢ a t o - U?i m r` (0 .> ; r .0- n O 1.L m W T � 0 O � J N T Ln E c z E 0 � , a E 0 � '0�? a o 4) JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 5 G c d V-6" I. 5-78., TYP @ 1 STORY U.N.O. A S3 IF no T- H.B. T-0" 8'-6" 00 BUILDER TO (2) #5 REBAR I ; : 4'-0" 12'-1" ; �/t/,y, PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O I PROTECTION �0-0 WHEN REQUIR D ■ , i :: :: I : PER FBC 35`4" 20'-6" 3-1/2" MIN 3000 PSI CONC. IN o SLAB FOR HERNANDO I U? I iv COUNTY ONLY r I S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2._734" 4'-9" 4'-10" I VAPOR BARRIER EDGE OF SLAB 2" ' ■ ' I — CJ :. :: Gi I : BEYOND WALL — CJ I o v T • — — — — — — :� — — — �: — _ — 5'-3" 1'-10" 3'-6" RICO CQ r N o� MTa (2) #5 REBAR VERTICALS w/ in ,., J . —G ��................. 0 ,_................... PT. OPT. D cn FILLED CELL I I i _3 0 1/2" 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. S3 T-5" E SLOPE T-1" (2) #5 REBAR I F, 2'-6" x 2'-6" x V-0" I N I AHU I I VERTICALS/ to I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. CC FILLED o0 ici CJ / I -- — J - _ / .. . �I '.'.'.'.'.'.'.'.'.'...'.'.'... v ..... 47 / / // 1.. 9'-51$ —------- . ■ 4'-4" iN25'-101— I Cr) / / 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM / / / PROVIDE Y2' x 9" `�' RECESS FOR FRT. OOR SLOPE I S3 VERTICALS w/ in FILLED CELL W/ (1) #5 REBAR VERT ABOVE SLAB I / ' / / HVAC CHASE101 TOP OF CONC.I PAVER T BE 4" 4'-0" ( 4' 4" 4'-6" TYP ALL PLACES SHOWN °� / i / BASED ON / / 0'-0" BELOW FIN. ■ : ■ ' ' ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / / LOCATION I ....... W/ 25" EXT. ABOVE SLAB "GRADE 40 I STEEL" / i / /�/ ........ :::.. ......... ' ----------� ..................... . 4'-0" ; / i / 16-10" 12'-10" o STEPS AS I ; PROVIDE 1" RECESS REQUIRED PER FIELD I FOR SGD. REFER TO / MASON'S SLOPE FOR KITCHEN ISLAND LOW WALLS OPT. .......... iCj 10 10'-10- 4 I CONDITIONS ■ WIDTH /i/ CJ r------ — — — — — — CJ REF. —I—CJ • CJ—If j ■ l /7-7— —i — —IIIF — ------ — --- — _ — j CHASE TO ISL I D — _ • — — — — — — — — ° I — — — I D.W. I ° ° • • •,-• { lit I STORY U.N.O. A iv f 0 ool I ILL I — —JJ I jlj oo S3 in 'v 10 I /z I / / — — I SINK /DISP :: { 1 Cl) -31/2" 16'-0" 2 6'-10" :: 1 :: O I{If 0 -0' , / .. .. • Cl) v I o - o I : _ T-0" 5'-4" 1. I- 3�_28 ' �. 5'-0" 5' TYP @ 1 STORY U.N.O. A S3 5'-10" T-10" 2'-1 W1" 1 5'-1 4' FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & 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 --V Uj z W J CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" v SE tip• '•N E S IN11q�,i/lilil#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. 0 Q O g U �00 N N 7t 0 ID W LL * U)� � —0'-I W U- U a Q 0Z QjMM Ju`� � W W u_ ° � � � t o = 12 m O W o�rrn ¢�¢ a Z UM LL 00 N Z co U)N Z V ❑0[] W z N � o z S z a J— N rz � N r) z LL V? W a � Vco O W o � w Cn V W J Eo i �0 ¢ � a 0 C:,L1_ J w M �a o z z < _ Q E E y ,y � �� o w" z � o Z0 oa Co o ~ @ O Q U U O U o CN i no d p w o ao ¢ z ww �� N C 0 Y yO m� ° ° Yz N N ¢- o< z go CL a U 3 it � 0 all G - Fly Jz >o co v wa za °3 0 = cM = iu CU 0 0) L .> > e-- oo Q Il C) r1 0 m o �..� T C) J N r L0 CD LC) r T N m T N 0 z F E Oc FL U _ 'a ¢ a c JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 518" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 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 * 1 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. 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. (A) OR 2 PLY 7ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" /fill 10 f{0 A � fO�E10��r: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. () W Q E U N C)N w # m 4t fnIn � � -j UJ C"� LLLLa M Lu U. a 0- W Zm Ca LL e 0 W r mo x m O l� 'J N G m J om";;<2m< Z IL (1)d -J a wo LO N M Z U J a Z W M N M 0 0 Z m arms o a JHIL Qwad Is U) N v, z N 0 o u U' w 0 ,.,., ., v w _ E i S llll�I c co N Q 4s o C7 JZ W C M z 0 Q U- O.. EO E za -0 Y N z 0 oa U F- Q CU Q.0 C� E ¢ O �U 0 < N fa L 0 ¢ 0 ¢ a= .�.. r6 ❑ U m 0 Z z J w m Y Z gw `n a o� go s? 2i w a ow CD o� =3 0 S a 0 Y C.0 z°a a o3 > lit: 0 O i > r .-. � O C m = r%- d' r ° o — h LO r S U LOr o E c T N o Z co Z :3 E O vi N cc FL U Q p 1 -j JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 7 0 v J C: 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G1 .0 Sae vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T ® © �L_% FORM & GROUT SOLID O T4' WU#5 BAR CONT. 8F12-1B/1T O 'V" LINTEL DETAIL SCALE = N.T.S. E r r r vrvr+r rvr� F =FILLED FILLED WITH #5 REBAR MIN. (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED 4 R =RECESSED C�/EAR STEEL LINTEL QTY. OF #5 , O REBAR @ BOTTOM 4 OF LINTEL CAVITY i 4 .M.U. #5 REBAR AT TOP Q w a' ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR F J 8F 164B/1 T ¢ _LQ a " Z 4 GROUT � a t J Q 4 QUANTITY OF NOMINAL,5 ° REBAR AT u, = - w 4 c.M.u. WIDTH #5 REBAR AT < O BOTTOM OF a U ? F - 4 TOP NOMINA a LINTEL CAVITY Lu V 0 rn 0 o 1 0 0 HEIGHT OTTOM REINFORCING o U ¢ ¢ 0 In Z • 7-5/8"ACTUAL PROVIDED IN Z LL w D D 8" NOMINAL WIDTH LINTEL ¢ Gi 3:m Oa #5 REBAR AT BOTTC �° �, �° AS INDICATED (VARIES) U) � Ir MATERIALS 16 GAUGE POWERS cTf precastlintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL (ED 6-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" "s y" 4'19�i))91q�d1jf N k-4 �. 0 O• C) '9 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 Engineers signature and seal. Qpp E co pa w 8 N N# o ® C1 LL .7 c3 N # N to J W r �o ILL� a Z Qj M M W N J LL LL d d Q � 0X �i L@o �mO ri, GO m ogCPo, aka Z LL o LO m Q O o0 o00 Z Cq M z N M o g z Q � i/i N C7 Z v �jlv= o � w m U � 0 V) N w g N r- .- in (� C1 w R 8 Ewig i I 9iI IL,0 L V a N Q Y • o w M M w o Z < U_ dE O Z O O F Z Z>Z lV Q Z oa cu rJ Qo U0 � o E O4 �o 00 XZ a ww N L ao a J to nm m0 Z, >Z u) J N a 0 H Z z aw � � w� m a= g o a CID z¢ 03 .0M � C0 0 O i N � Oco m T 0 04 0-) >+ _N T^ _ r T- LO ccT� N iri o Z Z O d U Q p � JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. 8 21 u# X ..ill._ii1111 liil lGflilIVNNLId.3111':11 flI1I i, i STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF D CEMBER 31ST 2003 CHROMATECHROMATED COPPER ARSENATE E (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMINGPOOLS HOT TUBS AND PAS WHERE THE 0 U S S BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 1" = 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 1 /„ GROUT FILLED MASONRY: 3/a" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 10THICK 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 A36136M 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 1'-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-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 overpo and mortar along the foundation perimeter must be removed be ore exterior soi 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE- SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 g" 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. i 40 `¢yy �10 iYi r z� ' 1d <- "1 II _' `J� `+��• .,`1^ F � 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 - 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 W C,f m � 8 N fp U N V N �1 Z � (n r- LL # W r a '*J Qj M M W Cn a aof Z J LLLL zoo mc C-,� in O13 7 N m CO COW o g � ¢ a Z ILth 00 ; LO Z U N 0 Z OU ❑0❑ W (4 2 z N (") o z Ip N z o13N M z �N 0 r.Lr � U Ow N o r- y �NU) = u w m ... J E _ x c ) ¢ Y ®Q m sin cC',w n M¢ 0 Z Z E � oz Z"e E (..1 z. oa CO m ~ CL �0 o¢ '0 O E oC14 a z Q a L U:) - ❑ 3< .Y "0 m g r z 'aw N C R oa z Z ao N U ti W 10. oz _nj _ 3 o aF 10 a co cY 0 017 > d' iU rn m 0 L\\ " / > T �� L.L � � C:)M o (� m 2 �i T O 04 J _ ILO LO r r E T N o z Ca z c E 0 iri �, ro it E U Q p c JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. SN ° CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX a11� PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block 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 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap / FILL CELL STD, 90 HOOK BOND BEAM v7 w Q STD. 90° CONT. #5 BAOR > HOOK F�� BAR #5 CONT. u FROM ILFOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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" max. � 4 max. p Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cr'Ir rmn w/ Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 172-71-1 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" Q - C7 STUB -OUT FOR O 0 9 -1 LO GAS METER ' U � U O � CV o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I l.-a T' NMI nail..- at 6" n r._ v"/ Provide adequate bearing for each lapped joist. odnails SECTION �a INT. BRG. WALL N.T.S. NO HOLES (EXCEPT 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 Ild or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over b_t locking and wall or beam below.* —� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6"" A 1 2' ROUND HOLE MAY 6" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 8 1'-0" 1'-1" 1'-2" 1'-2," 1'-3" V-3" 1'-T' V-11" 2'-4" 2'-9" 3'_2- 3'-7• Any 16" joist 12 1'-2" 1'_2" 1'-3" 1'-9' 2'-4" 2'-11" 3._7'" 4'-2" 4'-9"Span (ft) 16 1'-2" 1'-2" 1'-T' 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6' 4" T-2" 20 Tl�-O"I�A" 1'-2' 1'-2'" 2'-0" 3'-0" 4'-0"' 4'-10' 5'-11" 6'-11" T-11" w-11" ------ 24 V-2" 1'-3'" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8' 4" 9' 6" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1,V2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-74' 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 I 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14'_ 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / 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.)II II I —I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM e " �. SEE PLAN FOR °. . • FOUNDATION INFO ` A' ' A' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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 - � [// depth I -JOISTS BUCKETS N.T.S. GRADE .a r—REINF. SEE PLAN L-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. O LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION In�n��llrt�n. . 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a .a • a I I I A Iy�I6 T L -T- SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE aY 1 A/ 0. a.A A z •a . A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a' A A a. A AV a • -I = A a a A a T_ a II SEE FND. PLN. SIZE & REINF. ,;�`,a9r1 tldFflrs`f�� IV -77 - ! : �fa1I1811 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S a "" O U N N 0 O N LL •2 9)P.--0 U; . U) J W LL J a. LL ej M MQ W a NE 13 Ju_u_ aOofoZ ,Xyom oIx,CV m a W LLLu Z_ �gpjO' O 00 N� Ly0N N Cl)Q U J Z ❑❑ W v 0MV z N M 0 z q N iz- E3- Ln V (7 z a LL W m ° V Q) 0 W gJAL V) �N .D CD c = r— — m � t t U 0 as° U) 8 Co 0 ®0 sm ti o � J w M M i ¢ z zo J U_ iz E O w o0 wj z© oa U o E o¢ ao w¢ �� az CD - � O K W ¢� ox m� � o (n J m z Q W Cn F� 0, zz g° W Cl � a N w Milli o wa >° aF M > ui rn m m C� 0) fr_ > > T _ ^ o 'it T � d- „v V >% N r 0 J � d' L0 r = SO _ T- 04 o m E T iri Z Z E 10 U) f0 ig d E U Q 0 � JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. SIN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12ll> ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I1=1 I I- m . _ ° ' ' I -I I I I- - o , FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR D • I I I ' - I.I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD =I L I I II 11=I= ° _ - _ _ _ TRUSS @ 24" O.C. U.N.O. •' -111I T�TI=111,=-I I t �I I III-1 I" 12 HURRICANE ANCHOR @ EACH (TYP•) TRUSS SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS 8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH T@MEA USS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS OCKING @ 12" 0•C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O CH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATEUD 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 NAILSU.N.O. L ASHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) - 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.0W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS . 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE Cl)OIL ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS - 2" 6 x 6 W1.4 x W1.4 ° A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH ° 31/2"MIN. 31i2"MIN. 1 ° ° d°a z a a ELEV. 0-31/2 °° ° ° A.F.F. on 2x4 COLi _-"III-.III I 10,3 1_111= 1/2"(min.) °°NT° g° ° =N _ - ° ° I 1 ° ° a 31/2"(min. -4" III= -III III- 31/2"(min.)T- GARAGE DEPTH VARIES ° -III-I I (1 IIIIII -111; III III-L1=1LIL�T ° ° ° e ° a 'r -1 I-1_�L--III=1-1 I -I 11- 1 i- I4 I I-i I JZL (2) #5 CONT. 4„ 111 I I11-' „'-111 1 8„ (2) #5 CONT. 4„ U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 oSEc� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS.��E W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C y ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C �03M SCREWS @ 7" O.C. 2x STUD \ �o �� N�°� SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ FOR WALL HGT, s 8'-6". (2) ROWS NOTE: INSULATION PER BLOC 16" KNOCKOUT „ 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING'- 3rd FITS FOR BLOCK W/ 1#5 CONT. 1 x P.T. STUD O °� WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "x6" "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON )1SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 518 BOLTS BOLT „ 0d NAILS N PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON 5/ 24" O.C. VERT. OR 2x P.T. PLATE STUD W/ 7" EMBEDMENT (MIN. SHEAR TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x x 31/4" TAPCONS EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. (6)1/4"x6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 3500#, MIN. TENSION 2600# * 2X PT PLATE #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY C14 W/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH T 2x P.T. PLATE LU o ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS D ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` GRADE L. N D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksiCIL a _ _ r `r ° p [GRADE 60 MIN. Fy= 60ksi] -I I (_ III m p ,. D I I -III -I I I III o (1) #5 VERT. IN FILL z M FINISH GRADE a�I- 1/2" GYPSUM WALLBOARD MONO OR STEMWALL ° �- D 25" MIN. LAP [30" MIN. LAP] I L-II I I- D • L I j-1' U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o I - I w 80 FOUNDATION PLAN _ _ _ 6 MIL VAPOR BARRIER D ° -��- I = - FOR CLARITY R 1 7/8" I- I I=III= I El I I T I I=III= FOR LOCATIONS) p o P °P =III=III=III=III-III=I I I ° ' �- - z #5 REINFORCING BAR -III •,I�-III- I �=I II III- 1x4 P.T. BASE NAILER ° _ _ _ z I - 1-I N 1- III-III=III=III=III-I i f= _ 1 _ (2) #5 coNT. -� I I=1 I I=III I I -I I I, , , I 4"x4" INSPECTION o ° - - - - - III II T�I I i NOTE: ° D-I=1-I 1=III-III=1 I • - ON 3" CHAIRS _ #5 LAP SPLICE 31/4" BASEBOARD PORT AT EACH * a III=III=III=III=III=III- N _ D _ 36" MIN. LAP [36" MIN. LAP] ) 8" 1'_4" 8" FILLED CELL TYPICAL FOR BEARING WALL =III=III=III= (= T 950%%MODIFIE(D PROCTOR ASTCOMPACTED M (TYP W/ UPLIFT ONLY _ _ _ _ _ _ _ _ __ __ ____ - MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ ch AT GARAGE CONTRACTOR III=I (=I =III= = =I I= I=III-III=III=III=III=III=I D1557) - 1 i-i 1 i - -1 - #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER =III-III-I=1 I--I-I-I 1=III=III=1 1=III-I=III- '' 4° 1'-4° #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. TO CUT BLOCK OR POUR "-I i i-III-III_-III-I � - � I-III=III=III-� CURB DUE TO SLOPE -� � � � � I lil-� � �-� � �- CONCRETESLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. I ItN ' ' P °D I1 - Z ° L 00 6x6W1.4xW1.4 D 00 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR D f I �- = z_ min.) 4" BARRIER , C 4 ° • • �, ' d GRADE COMP. SOIL. �I ° °O =_ - ___ __ _ - 0 - - - - (COMPACTED TO 95% - _ _ - - a -1 . 11 1' 1-1' 1-"1-' MODIFIED PROCTOR I LTG-i I Tfi - - - _ - - -(1) #5 REBAR w/ OPT. ASTM D1557) „- I I I -I �SC�REF� I�FNCLOSURE 3" MIN. CLR. I I I I� I Ili l I I I I Ir #5 REBAR CONT. ON V-4" DETAIL) (1 STORY) STD. 90 HOOK (SEE U.N.O.44T 11 - O CHAIRS TYP. „ 1-8 (2 STORY) MIN. U TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB PAVERS 14" O.H.D.3' , RECESS IT z O.H.D. RECESS _ M • �T . �r�_ � III t • �-•�_�d' M ��-•�-I . �•.Q�� ,•�, ,` •�~ j1-- I.I ��- __ 60 T I I -I I , + • . '' '. - 4" I- 04 III •!•a'. •! '.•' i 111 I1=1I .!•y. '''! '.� • T SEE A/S3 OR J/S6 ATT=_ lr SEE A/S3 OR J/S6 ,I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1' 8" (2 STOR) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. PT 2x 1/2" GYP. BD. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM a a• III III iV d SEE ROOF PLAN FOR STRUCTURAL 'rTTI c - - - a'. ° v ' ° I I� r T F;j (2) HTS20 BEAM SIZE & CONNECTION INFO M - d ° 2x4 #2 SYP P.T. FRAMING w/ _ y MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ' -I �+1 ' ' 8" z ATTACHED PER NAILING FOR REINF. INFO, w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION HOLD GYP. BD. w rM 2„ 1/2" FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. Ob '-01, CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 Y s • ' � Q INTERIOR 2X STUDS n @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ` a - " -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" WALL AND •. ° ' ' GARAGE COLUMN TO PORCH SILL O.C.MASONRY PAD FOOTING . y. ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD `.. - STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN L (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT V w/ MIN. (2) #5 VERTICALS oo GRADE a TENSION 120#) CONCRETE SLAB M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0LU 1= I I ° a• == (= -1' m WWF OR FIBERMESH '- M z t=- w p= _I I = II w I=I I �Ev, - -_� I a' ' PAVERS or SLAB PER o o _ I • a• =I _ z = _ - M - 0'-0" FIN. FLR. /::BRICK COMMUNITY SPECS I�II�I -LU FOOTING M 6MILVAPOR = �- -I - �� _= 1Ti==1T� T TTT BARRIER '!I I I I I I IIII�IIIII�IIIII�II�II�IIIIII IIIIIII�II�II�I-' TTTTTTTT PADREINFORCEMENT-/ 3" MIN. CLEARANCE `o.�o `. , o •o _-_- 'ri �i ri ri r r r r .•. .•rCD 1 2� ,rrrrrr -BRG. rK TAPERED COLUMN FRA ING PATIO COLUMN FTG. DETAIL d �Iffff/pj�F �,+YQ. r� �o few yi L 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 11- Q0 l, E V u # 0N ® N CV 0) LL . a di z, � W cn r` LL LL a M M 4 ej LL! J LL LL a s 0oo a L@ W j112� m m J innajO' a a LL Z N O 0 WOU N J ❑110 U 2 Q z CO 0 z � M U111 z 1, C ,^, W 0 U w � O V) L.0 o �_ Y w.• moo U cp W J - o' .. L g zc 0 N M s 0 CZ) G� w Mz O z z g �- E E o w �� w Z s ze � o o XU az 00 0 CZ)az CV ¢o 0 Q ¢w L U), C O m 0 °� z >z N -� ¢ tl g z z O U W 0_m a w DO o� 3 aY a " KO o a to _5 ° �M 0 = > cj- a� m 0 L �1 "/ j T U C m T - 0 0D 2 0) � /r Lam , r T L5 E E 1� N vi o Z E Q U) `m d U Q p ai JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING r1l (2) 2x HEADER PER PLAN vARIES 2x BOTTOM PLATE W/ (1)10d @ 8" EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 14 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 14 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W! (1) #5 FOR CONCRETE PLACEMENT / a a d e a ° d d a Q C d ° 8 STD.90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r W o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR ,., TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a e a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp/�OO�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" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C 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 W/MOUNTING ANGLE fOP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR 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 K"Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMf�SrON SP2 w/ (12)10d I/ NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0!C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" / BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)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. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL------ W/ STD. 900 HOOK IN K.O. BLOCK PFM If 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 wl (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 48.,SPLICE STAGGERED 4! \� rl0d @ 8" OIC Oy`ST.e. . ATTACH ALL — EXTERIOR STUDS W/ (4) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON `SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • 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 p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING d 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES 101 rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM d a 2X8 P.T. BOTTOM PLATE 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 rR� SCALE: N.T.S. ex,Aw%I I I111noll''. Q� r5 , �. F� 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 � d _ E N� U N N ik CV � 0 C'LL r- N J it W N cn -0 L a M M LL Q a 0 Qj W ' N uj J u- u_ a a x ro o m m 0 N m W iu oa,z 0 � � o Z ILM IL co d x L/) LO M U 0 J Z O U 131-113 W Z N cn o Q QO z o Q � Uo_ N N M V c 05 a)-1 _ 0 4-1 U W ° W_ — O p� W p V)Ln w MI_ U c W c _ E t U . a o Q o ° / N rn i� r— o co J w M z O z z < J Q o E z a Y N <® on U H CIL R� a0 �o U 0 °z o CV az wo <' ww w L (a C COtn Z = U 2 O Z z (J Cn Far 2z w zz USEQ. o m OLL �+�- .3 N W K ci o� 3 o o w< �o a� > d' ai m m m c� L �N> > T Q I.L ` C) r1 0 m = 0 NO j N r 2:a) C:)r r m 0 T Z C a mrz a 0 ¢ o JOB NO : 20-4941 SCALE : AS NOTED SHEET NO. S4 z a SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD TIN DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR ' • SHEA H G FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d Ir AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. . LENGTH (SEE TABLE) APPROX. $ 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 FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. ENDKZ NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. 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)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1AN21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR r 1 r SEE STRUCTURAL X-BRACING, AND TOP r F NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION co 80 act SHEATHING DETAIL 1 1 ' 1/ ". 2N4" CROSS BRACE WOOD TRUSSES 80 - 00 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS11� ATTACHED W/2-16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4' LAMINATIONS W/ (1) ROW U1 (3) 2 x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF BLOCKING 2x4 BLOCKING @ 24" 2X4O/C OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. w/ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C, (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA.� OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. - L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS --1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3° SIMPSON SP2 w/ 12)10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL—j OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS ._. . EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - 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 SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1INIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX. 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) 5 75 S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"A 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2NT (U.N.O.) "L" BRACE 24" 0'0" - S-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS �.vrvr. ocrnuva — GABLE END BRACING DETAIL SCALE:3/4"=1'-0 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. y� W CORNERJACK U a U W z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Llok q 6, 1111 MI NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCALE: N.T.S. SrJ .) SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ' � ;• G � N d r • F 1 To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficattons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the st uctural engineering portions of the drawing pages bear ng Engineer's signature and seal. W W Q � pEE co o°n�p°p p U �2 N it G Y # W LL n O� to to 7 J W 0 rn '_0u- a MM Q dj W - a W Z 0 a n- �, 0 z� o C Yz 9 m m° d W 04 02 �b W Z - Z M Z U Z N 0 OU ❑E-1❑ W CD z N M o� 66 z N z a � N � o ry c 0 w o U r mI 4_3 = v o W ®0 ¢ N Oclo o ¢ w co cop z Z¢ LL QE z. UZ ?ZgN Z® D a N U CL —CL no XU a8 Qo o� o N �a o ¢� w z �w J L ro - C 9 ' U vZim mo o Z TZ W J �, a 8 on z z a 2 21 Nw = U o =3 NJ CD r7 za R o S �M 0 = 6 o� B 0 � ^L1 W > <C Li 0 O U O I— 1\� C mco r � 04 CD >+ N r J � L0 T TT 1 �'— CS N o .a r ri Z Z E O cc a U ¢ p (_ JOB NO : 20-4941 SCALE : AS NOTED SHEET NO. S N5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 ix4 #5 REBAR (TYP,) 3!4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3/16"� X 3" LONG FURRING FURRING !16 FURRING TAPCONS #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. NTO TAPCON @ 16" O.C. 4" 2X8 STAGGERED @ 16 (TYP,) BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1I2�� DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL `SrTD. so° HOOK (TYP.) STD. 90^ ` . t�;� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCELLSHOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL U TE: P SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"Lila ` I[N APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3116" x 3-1/2" O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRIN °� END w/ MIN. 2"EDGE DIST. 4" FROM EACH END +2„NOTC @FIRST COURSE MPSON HGAM1OKTA @ 12" O.C. w/ 2x8 P.T. ATTACH SECOND PLY w/2x (4) 1l4x11/2"SDS SCREWS P.T. A z REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` TO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL NOTCH WEB AT THE +5� FIRST 2 COURSES ` L TEN INTO K.O. BLOCK 00 , BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1!4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION = 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" coNrncT ENGINEER of RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE(NOTCH)POLY-CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. • ° e' •% ,. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN �.• ° CONNECT W/ 8d NAILS BRACE/ BLKG. •' N.T.S. n' . INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4Y2" WOOD ) () * 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 @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , x O� TO TRUSS FRyq TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. N tE yOTiy 1 r_On 5111 -0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° � �� " �� WITH 1/4 x31/4 TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED � + REQUIRED >.6 , •� �- „ EMBEDMENT INTO K.) �1/4 MAX 2-0 8' PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT °, : • e: #5 BAR �D > •� .:> BLOCK HEADER 1t SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + jo P ° e 4 CENTERED W/ 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP r • s s H > • • e ' • •''� IN TOP o KNOCKOUT / N 8d NAILS EACH TRUSS _ .' . .� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR b, ' • 21 — d MONO FOOTING ' .> P p —-- (3) e' SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7: AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 4 TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK N #5 BAR IN V 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 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. T-0") ' ' . _ .- j .� .� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" ►; '�'�'� �r '�'� ° �'� ' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTfON @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)(1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED wl SIMPSON a z 00 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6 -0' EPDXY MIN. 6"EMBEDMENT & 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP , U- 0 v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , , o p w a A REINFORCING AS FOLLOWS: * SEALANT — o = I I 1=1TF=T� TIT; a U LL o- 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c = - 1_TI� III— g — P. T —III �III f-g U ' , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. LAC .. — — D — — TfT I z — * .••,::- ;'., :� 6 MIN LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL D - — g EXISTING FOOTING (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. u ° I I I cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6MIN. LAP ' p °' ` O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° c.t Q \ \ REMAIN FREE OF MORTAR. NOTE: Cl) z_ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � • o ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN, 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. COO,'• 4v s�A�1f°/111 i►I lEl��t1'�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q OD 0 E N r1cop 8 V U N 3k (D CI # LL � � W QQj — n Ca LL M W rn C103a) _j JLLLL <L O. W 1ZC�,s �� Wz0 L��o 0 0 0 ��pjO' o Qa W Z co 0 U) N z of 0)N co U WOU Q J I z N fqM� w z N M z _ Cz -1 � 0 — LL ' Tl LL, � V 0 N w o �Ln U W J f— — E o..,..,. U o y • N O) I� o m M o W z ry 0-E zo WO z }H ZN ❑n (4 <O o2 O Q aoXZ UO p U z N ru ¢o o ¢o wz rr 2 �o _� m2 0 Zz '<w z v � J �, m � �� Mm � oa wLL nz go a �w LU,s Lj ao �z =3 CDw� � >° a .8 � z°a o3 0 cM = a; rn c� L .> > r LL I— C m co d- r0 o O) A N J T' r 2 � L0 LOT— N o z = O E N z = n -j a ca o JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. SS r- - CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 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—,�o 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 `3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---LWOOD TRUSS --1 A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2x4 COr T&BCF WOOD TRUSS e SEE ROOF PLAN F SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 2x8 #2 SYP wi O.S.B. FLITCH P1 TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) 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 (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING 0 ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 ES HIP & (4) 1/4"x2 1/4" TITENS EACHt�fzAT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 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 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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 INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION 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 AINDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT a, SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" AR BM. SPLICE OVER CENTER OF POST BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @@ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS on mk VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON P1 w/ d ( ) ATTACHED PER ADDITIONAL Id NAILS AT TRUSS NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & 2 12d END () MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD ) SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ 02hROOF VARIES SEE PLAN WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ 1. SLOPE 13�FOR SIMPSON30 SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x 10d NAILS (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ 2 () MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. • STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO ae. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, 10d x 1 1/2" NAILS @ 4'-0" O.C. ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS TO LOW ROOF TRUSS W/ (2) 2x6 BLOCKIN�UNER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °p SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS • �;;@E164E9EF, ti�j�,�ZPr r _��ti�•t W u O • O •-� Q : �? r QY � • • 1= �.o •• �\ Ile r°�Wfal(111M,0` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) W Is rp WTEQ N v r Co LL ®N N in64r-ouLa L 4 13 QjMM W ' N LL a- d LLLU O Z °x o 0 i ra9 7 fO N� Co m J Z ILW 05�pjO' J o ° < 0 ch Z J z N U� O V ❑❑❑ W V M L z 0 z o 4 J N N M z 4-1 W � N � o Ly N v w r _ E s oj.... ujo U C'.o d Q ° 44-1 M w coQ z O Z E zo 0 g Z _® a. ES ¢=s� E _ O 70 U a` _° 0 oz N O a o Z ¢� L =3 in C z O U wm MO Z z J u> a QW z a Q 02 LL U a yw U aW w =3 >° o z< oM 2 (D ui m c� L^` W T o (0 m = d. T � N N r T I M �t 7 Ln r- r � LO E r N N o Z Z E O = a E U ° Q p JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. D1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -I " DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 WEATHER JE BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF J IYIII`. Q 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT a CI SELF -ADHERED FLASHING OUTSIDE CORNER Z v RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING Cr IX Lu uJ PLASTER STOP - I- W CONTINUOUS BACKER - U ROD & SEALANT W 2 � Q � W � 0 A U) 1� S 0 0 WINDOW UNIT FLASHING REQUIREMENTS SLOPE in : 1 0.(0.30 R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 6 cm : 30.5 (0.cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 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 (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 manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a IL water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER LMO that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE 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 THROUGH SELF -ADHERED � 9• pp 9 pp � 9 P rY FLASHING -cGl F-ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All L a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground (�- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the 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 (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE DHES VE AS SHOWN)SE A1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or (�w 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. / 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS ASS kSTER STOP NTINUOUS BACKER ROD EALANT V1ENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 o_ LP 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v O V 8 OD N CO, OmN0 Co ��. - W� C� - W(0 J a Z CMMNiJ(�ppt JLLu_ aa� 03=0 7ac'T =29 W m 0 WW 05 C� d a a Z LL oo N O N M Z O y U 0 J Z 0 ❑1❑ W z N o o z m z o Q J a �W o LL fa W U OW N �U.) 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Ct i. :, ,. ..m _.. x N m .: _ . z.� £o �Y*y#. ^£ _ I.�-�-, '. :: ,: .fin. ate.'. �mTxN�x<4., _. .,--... .,,,r, R _,.... .._ a _. ., .r. � July 8, 2020 , I C PP � L SPE�IF[CATI�N SHEET ��$ PRC)DU T A R 'V'A - As re lred b Ionda Statute 553.842 and Florida Admirnstrative Code 96-72 lease oxide the information and opal numbers on the buildln coin orients listed below i# �N Y F , P Pr �Pr 9 P � -.4-.. CO U WO t� Li Q. O L- � Ca -p � _' l '? -._ 2'li�t A3 ........................................................ HD210-2 FL17244-1 _ __...._ _...._ ......... FLi7232-3 ESR 3455 _.__..__._.................__.........._......_......__..._..._....................._...._.... _ _ __- ESR-3445 12/31/2020 ...... _-... 12131i2020 A23 HU210-2 FL10446.2 FL10856-4 ESR-26M ESR-2549 12131/2020 1213112020 _ they will be utilized on the construction project for which you are applying fora •- -�- O O 0) U � -6-+ O -0 U 0 .0 = � 0 •s= O O O Q. C - C .O � C - O C O > .� '�i O Cr1 N L- .� Q. = � � Q. i] ._ Ci) Q HD212-2 ....................................._..................... HD216 ...... HD216-3 HD26 ___....._.................... HD28-2 ............ .. .. .....__ _.. -.... HD410 _ HD412 HDO10_.._............. HDD41a FL17232.3 ,... ....-.......-... FL17232 3 FL17232 3 ._........FLi7232 2 FL17232.3 . _,-....... _ ...... ........ FL17232:4 _ .. FL17232 4 ....._.___FL17232-4 FL17241.7....... .........._....._...... ESR-3445 ....:.._.........._._............._...... ESR 3445 ESR 3445 ESR 3445 ESR 3445 _...,..._.........._...........-............-.........._....._... _........_...................................... .. _. _. ___......._..........._......._ .......ESR-3445 ESR 3445 - ESR-3445_... ....._.... _ .__:._-12/31/2020 ESR-3444 12/31/2020 12/31/2020 12/31/2020 1213112020 12/3112020 .. -..._. 12131/2020 1213112020 92i3112020 HU212-2 HU216 HU216-3 HU26 HU28-2 HU410 HU412 HU610 HUCQ410 FL10856-4 FL10856.5 FL1085&1 FL10856.3 FL10956.4 FL10856.9 FL10856.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 SiM200804 12/31/2020 12/3112020 1213112020 12/31/202D 1213//2020 i2131/2020 12131/2020 12J3112020 1213112020 _ Moun�tiing Bira+ck s (10 GaUg4�i •4-1 />Z x 41 J2 x 212, a a LxkCrossSuppolrt (may a cut tD W) See Anchor Schedule y ty RIg1�1 Br fii�iet(1 €ru 1 Cate o Subcate ory Manufacturer Product Descri tion roval Numbers Test Pressures Ex . Date �. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and SmoothStar NON-IMPAC FL20461.1 +67.0/-67.0 sf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NONaMPACT) FL20461.6 +67.0/�7.0 sf 12/31J2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.DJ-67.0 psf 12/31/2021 ThermaTru Flrber-Classic and Smooth -Star ONI-IMPAC FL20461,14 +67.0/-67.0 sf 12/31/2021 HGA10 ..................:........_..........I............... HGAM10 FL176991 ..... _.. ,............................-.........__........................-........._. FL17699.1 Evaluation R oft _........eP:.... _ Evaluation Report 12131/2020 12/31/2020 HGAl0KT HGAM10KT FL11470.4 FL11470A SIM200803 SiM200803 12/31/2020 12131/2020 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.01-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01.67.0 psf 12/31/2021 - HHCP2 HTA16 FL17236-7 _ __ FL17680-4 -_..___.,...__............_...._........__..... ESR-3448 _ ...... _..-,_.._...... Evaivaticsn Report 12131/2020 12l31/2020 HCP2 HETAi6 FL10447.2 FL11473;5 ESR-2551 SIM200802 1213112020 12/31/2fl2f1 ThermaTru FiberClassic, Smoothstar, ClassicCrait, Rustic FL7640.1 +67,01-67.0 sf 12/31/2021 HTA20-18 .............................................................._.................................._.....................__..._.._...._..._.................................._..._............................_........................_......._..-......._. HTT16 FL17680.4 FL17324 2 Evaluation R ort .............._........ _.._eP.._....._..............-......_................_. Evaluation R ort 12/31/2020 ...._.... 12/3112020 HETA20 HTT16 FL11473.5 FLI1496.1i SiM200802 ES-0130 12131/2020 __.._._........_.... i2/3112020 BGl1ri 11213ia.1132SGaly, (Tye.} p : b B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +4D.0/�4D.0 psf 12131l202Q HTT45 HTW1& ........................................................... HTW2D HTW24.. FL17324 2 FL172448 .........I.............. .... FL17244-8 FL17244.8 Evaivation.Report ESR3455 -. _.- ................... __-.........,.. _,..... ...... _......................-........._....,....... ESR 3455 ESR 3455 12/31/2020 12/31/2020 12/31/2020 HTT22 HTS16 HTS20 HTS24 FL11496.1 FL10456.22 FL10456.23 FL1fl456.24 ES-0130 ESR-2613 ESR-2613 ESR-2613 12131/2020 12/3112020 12/31/2020- i2/31/2020 PGT Series 5570 FL251,10 4/14/2021 C. SECTIONAL CL ay Buildi Products Residential WindCode moors W5 (8X7) FL15279,37 +30,0l-32.0 psf 5/2112Q28 Ciopay Building Products Residential WlndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 sf 5121/2028 Cl a Buildi Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0i�42.0 sf 5/2112028 a' �y #14Self Drilling rms ....... _.... HTW34 __......_....._....___„_,_.._... _ .. _ ..... _.................................._.............._... FL17244 $ -- _ __ -.-_._ _..__,.__ .......__.__ __ . _ ........... .........12/31/2020 ..............................__._ ESR 3455 ..._-........._......_ .. ..... 12/3112020 ......... _....._.- HTS30 FL10456.26 ESR-2613 1213i12D20 _. _ ._......._.- Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf 5121/2028 H1WM16 --- FL62232 .....__..-- . , Evaluation R ort ____._.._................_ _ _______._._.....eP_--...,_.__......_._ 12/3112020 ._.......................,._. HTSM16 FLi1473.11 SIM200802 12/31/2D20 D. METAL LOUVERED DRS Curries Diusion ofAADG, Inc 607,747,727,747,and 847 Single & Pairs of Doors FL11537.1 NJA (see inst sht) i2/31/2025 HIWM2D FL6223-2 Evaluation R ort 12/31/2020 HTSM20 FL11473-11 SIM200802 12/31/2020 •5,�r�u * A/ Drat 11 LTarn clge l illrrlCal7 S1 rip (Typical' 3In nt) HUGT2 HUCT3` FL6223.3 FL6223.3 Evaluation Report Evaluation Report 12/31/2026 12/3i12020 HGT2 HGT3 FL10456,18 FL10456.19 ESR-2613 ESR-2613 1213112D20 12/31/2020 2- WINDOWS HUS210-2 HUS212-2,,,,,,,.. FL17232.6 FL17232.8 ESR-3445 ESR-3445 12/31/2020 12/31/2020 HUS210-2 HUS212-2 FL10856-R4 FL10856.11 ESR-2549 ESR-2549 1213112020 12131/2020 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 ps# 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 HUS26 FL17232.6 ESR 3445 12/31/2020 HUS26 FL10856.11 ESR-2549 1213112020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +40.0i-50.0 psf 2/16/2024 .__... HUS28_......._...__ _._ ....__.._-...FL172326_...._........_._.._...._..___:..........._........__ ESR... _,__......._ .__ _ 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2D20 C. FIXED MI Windows and Dotes Series 185 FL15349.1 +40.0/-40.0 psf 4/3J2023 Washers Frot!#Crasl �� 1 , u to 581f Viking P4rtt (Tilley b� c t ' l - HUS28-2 ... ............ ...... JL24 ... __ -- JL26 ....-,...........,......_.........................................-..-..........._.................................... JUS210-2 FL17232 6 ... .. ,.... FL17232 7................, _. FL17232 7 FL17232-11 ESR-3445 ...._.._...................................._.._....._.... ,._.._-. _..... ESR-3445 ._...................... ESR 3445 -...,._ ........ ,...,. ,. _ ........... .................... ESR-3445 12/31/2020 _ i21311202.. 12/31/2020 ...., .... 12/3112020 HUS28-2 LU24 LU26 WS210-2 FL10856.11 FLi0655.103 FL10655.104 FL10655-107 ESR-2549 ESR-2549 ESR-2549 ESR-2549 12/31/202D i2l3112020 12/3112020 ...............I....... 12/3112020 PGT Sehes5520 FL243 4/30/2025 D. MULLION MI Windows atxl Doors Series 5764 FL15353.2 NIA 12J31l2020 . PGT Series 5500 FL261.1 NJA 512612021 E. OTHER Left Bracket (lira Gau JUS24 FL1723210 ESR 3445 12/31/2020 WS24 FL10655-109 ESR-2549 12/3112020 #t4Self-Driling5cr'#mThrubtackeEs JUS26 _..._..__FL1723211 _.._..... ESR-3445.............................................. 12131/2020 WS26 FL10655-111 ESR-2549 12131/2020 Sa r ss Su a U1 • Si kC ti ppttrtlrlt€/ 1C rtirt 8t t'nm de ... ..JUS26-2. _ .........I...._.... ----.......- -..,_.._-...... .._......_..._.. ... .__.FL1723211.. _v .__.._....._.............._..............._.._... __..._...................._.._._....._...-.-...- -ESR-344.... 12131/2D2D LUS262 FL10655.112 ESR-2549 - ...-...3-1 .._......... 1213 2020 3. PANEL WALL h r r • (1yplcel: 3 eec. side >Ca hu noon€ lase) _. ... JUS28.-_ _...........................I......_FL1723211 _ .... ... ..... ..........._ESR-3445 _................_.__....-............... 12/31120 } LUS28 1 _113 FL 0655 ESR-2549 12/31/2020 ..........-......................... Janes Hardie Building Prod. Cemplank La Sidin �d HardiePiank Lap Siding FL13192.1 - FL13192.2 12f31/2020 A. SIDING N/A l' l 1 r I ; JUS46 FL1723211 ESR-3445 1213112020 WS46 FL10655A18 ESR-2549 12/31/2020 $ SOFFITS Alside Solid and Vented Soft FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 ................... ..._. _. KST26D' FL17241 15 .... ..,_.... R-17244.15 ESR 3444 ......... ....... ..._... .........,..,... .....�......,,.... ESR-3455 12131/202D ., .._ .._. 12/31/2020 LEGS MST60 FL10667-71 FL10852.7 ESR-2615 ESR-2105 12/31/2020 . ......... 12/31/2020 C OTHER ...,,._,._�:-.-._.- - _._.._.__.___..__v_ ....__.- - .-,-�,._-,_.... 'A'`ALUim iladn'A mb" as � "'"t`�� t rtt& Darilift.ttvsii�fetwoec41�t .. LSTA12 LSTA15 FL17244.18 FL17244-18........................ ESR-3455 ESR-3455_-.._...............__...........,.............,.. 12/31/2020 12/3112020 LSTA12 LSTA15 FL10852.4 FL10852-4 ESR-2105 ESR-2105 12/3112020 12/31/2020 4. ROOFING PRODUCTS LSTA18 FL17244.18 ESR3455 12/31/2020 LSTA18 FL10852-4 ESR-2105 12/3112020 A, ASPHALTSHINGLES GAF 3Tab, Dimensional FL10124,1 N/A 12/16t2022 B, UNDERLAyMENTS Tamka 151b Felt Underiayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244-i8 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 1213i12020 LSTA30__..........._........_...._.._�17244-18 ESR-3455 _.. 12/31/2020 LSTA30 FL108524 ESR-2105 12/31/2020 C• ROOFING FASTENERS NOT USED ................ LSTA36 LTS19 LTS20B FL1724418 „.__.... ............._FL17219 2 _ ..........__..-...._. FL17219.2 --..... .... ........ ESR 3455 ER 0200 ER-0200 12131l2020 12J31f2020 12131/2020 LSTA36 LTT19 LTT20B FL1D852:5 FL11496.3 FL11496.3 ESR-2105 ER-130 ER-130 12/3.1/2020 12/31/2020 •' --- ' 12131/2020 D. ROOF VENTILATORS Thcun son Arch Metal Com P Of# Rid Vents FL16918.1 - FL16918.4 NIA 919i2026 Florida Department of Business &Professional Regulation Page, ofz Bullamg Codes and StandardsM812018 Florida Metal Products, Inc Vent RV 1D FL21580.3 N/A 12/31/2020 ........_....___....__.__....__......__.._..___.._....__._...__......____.-.__-...___..._,_._.._......_,......_..........,._.....-_ LT7731 ................._........_................__...._._.........._................................._.._......_.........._..................__._...._.._..................._........_. LTW i2 FL172i9.2 Ft17244.8 ._....----__----__...._......_......__._.......,__.._.._..._...._..._..................__.............................._......_...._..........-...._..............___. ER-0200 _....._.........-......_.._..._.......................__....._..._.-__.-........__....._.................._....._.................................................._ ESR-3455 12/31/2020 12/31i2020 LTn31 LTS12 FL11496.3 FL10456.29 ER-130 ESR-26i 3 12131/2020 ........._...._.............._. i213112020 Lomanco, Inc DA-4 Exaht�# Vent FL172021 NJA 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 Product Approval Application Detail LUGT2 FL17240.2 ESR 3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR 3455 12/31/202D LS30 FL10446.15 ESR-2606 12/31/2020 F, METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum Gul�ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP34 FL17244.23...................... ..................._............. _...._.... ESR-3455............................................ 1213i12020 A34 FL10446;3 ESR-2606 12/3112020 code ntE Itvor Date Date DatePendina Date iyype Version Manufacturer Con a t Enpineer&License validated By �idated Su mitted FBC Approval roved us Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel 5, Kuhr, Locke Bowden P.E. 10/172017 10/102017 10/172017 12M22017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Rooting InfoQgulfcoestsuppy.eom Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida ............. MP4F...-.._...... MP5 ...I...._-:...-FL.1724424 . ......-,-_,_._._._ FL17244.22 ..I..... _........ ESR3455. _........, ESR-3455 i2/3,1/2D2D:_ 1213l/2020 LTP4 LS50 FL10446.19 FL10446A6' ESR-2�iD6 ESR-2606 1213112020... 1213112020 5. SHi;�TTERS A STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15Q76.1-fL15076.2 N/A 12/31/2020 MPH3516 FL17240-3 ESR-3447 12/31/2020 WMI416 FL10667-86 ESR-2615 12131/2020 _....._.__._....._._..........._.._ All American Shutter$ & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 ..............._..._..._....___.__..___..__...._.__....._....__..__....____.._._..______..-..__.._-_______....__ MSTA12 FL17244-18 ._.._....___...._.,.._._._..____..__.._......._.....__....._......._..___..........__....._..._........_._...._.__.................... ESR-3455 _.I._.._....._...._..__.__. 12131/2020 MSTA12 FL10852-8 ESR-2105 121311202fl MSTA15 ................-...................._...........................,....._....................._................_........._........................_._............................................................................................._..............................................................................................................._.........._.............._...... MSTA18 FL17244.18 FL17244.18 ESR-3455 ESR-3455 12/31/2020 12/31/2020 MSTA15 M STA18 FL10852.8 FL10852.9 ESR-2105 ESR-2105 12/31/2020 ............._....................._..... 12131/2020 6. STRUCTURAL COMPONENTS ProfessionalEn Neer s .,,,,u. , , __ 4 :..," .. - , . _ , F ins m ,-r . ;, I , , t _, ., „.. „,. _ ; , "" r> -' .............................__.-.....:,................I..............I....,. MSTA24 .... ........... MSTA36 ..... .... ........_:...................................._I......_......... ,.......,............................_-�._,......_......_.............................._.........-_.......................,....................................._......._.......................................................,...........................................................I..........._.. FL17244.18 .... FL17244.18 ............ ESR-3455 .... ...._............. . _..................................._............ ESR-3455 ....__ ._.._................................._..............._......_._._.....,....._........_.............. _ 12/31/2020 12/31/2020 ....... MSTA24 MSTA36 FL10852.9 FL1f3852.9 ESR-2105 ESR-2i05 12/3i12020 - 12/31/2020 O D EC RS/ A O CONN LISP Structural Conn. see chart _ . ___.._.__ _. ANCHORS Sim son Strong -Tie see chart Quality Assurance Approved for Use Approved for Use impact plan Sea # Roduct Modeh Number or Name Product Descnmlon COKract Exdratlon Date in HVHZ Outside HVHZ Resistant Pressure 1 .032&qud, Aluminum SV Crimp Mm 0.032&qud, 5 V Crimp Auminum Roof Panel 04/122024 No Yes N/A +wet/ over 15n2&goof; Plywood-108.5PSF 2 0.032&quot,AluminumGulfLok MenfPanelqud;AluminumGulfLokd68quot;Wide O4/122024 No Yes N/A +NIA/ RoofPanel over 15n & � P oat - 2 qud, ywo. 176.OPSF 3 1&qud; 24ga. Gulf Snap 1"Gulfsnap24Ga.17&qud;wideRoofPanel o4/122024 Yes Yes N/A +N/A/--131.oPs over 15l328quLa Plywood 4 1&quota 24ga. VersaLoc 1&quota VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/12rz024 Yes Yes N/A +N/A/ over 15/32" Plywood-138.5PSF 5 1&quota Versaloc .032&qud; Aluminum i8quot; VerseLoc mN .032&quota FUuminum aver o41t2rzoz4 Yes Yes N/A +N/A/ 15n2&qud; Plywood-10,.OPSF 6 L5&quota 24ga. Gulf Snap 1.5&quotaGuIfSnap24ga.16"WideRod 04/122024 Yes Yes N/A +N/A/ Panel over 15n2&qud; Plywood +N/Al PSF 7 1.5&quota 24ga. Verse Loc 1.5&qud; VenaLoc min 2 a. 16&qud; wide Root 04/122024 Yes Yes N/A +NlA/ Panel over 15n2&qud; Plywood-123.5PSF 8 not 24 a. al-oc Min 24 Ga. & 2&q g Meg 2 quota ot; PLoc 98&qud; wide Roof O4/12rz024 No Vas N/A +N/AI Panelover GulfLqud;Plywood-N/A/-9SF s za Ga. GUIf Ldt Min za Ga. Gun Lok,s&quat: witle over 15nz&quota oanzrz024 No Yes N/A +N/AF96.7PSF Plywood 1 lfSe m + 0 24 Oa. Cu a Mm 24 Ga. GNf Seam 16&qud, Wide Roof Panel 04/12rz024 No Yes N/A N/A/-93.SPSF over ix4 Wood Purins over 15/32&qud; Plywood 1 I m + 1 24 Ge. C-u f Sea Mm 24 Ga. Gult Seem, i 3/4&qud, Snap Lock, 04/12rz024 No Yes N!A N/A1 18&qud; Wide Roof Panel over 15/32&qud; Plywood-108.SPSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/AI M STC40 MSTC52 MTW12 FL17244 26 - -- ' FL17244.26 FL37244.8 ESR-3455 .........-....._._._......._ _....... " ' ESR-3455 ESR-3455 12/31/20M _ .. ...... 12131/2020 12/3112020 M STC40 MSTC52 MTS12 FL10852A 1 FL10852.11 FLiD456.33 ESR-2105 ESR-2iCi5 ESR-2613 1213112020 ................. 12131/2020 12/31/2020 ._.-.....__I...._...........__..._._ B. TRUSS PLATES ITW Building Com onents AI ne Truss Plates FL1999.1 - FL1999A N/A 1 l 2 31/2020 M1Tek Industries, ins. TfUSS Plates FL2197.1 FL2197.5 N/A 1/1 /2023 G. ENGINEERED LUMBER Weyerhaeuser , V L Rlm Bttarcl, L L, PSL, LS FL6527.1 - FL6527.5 NIA 3/31i2021 ......_......_.........................._..___-.._...._...__._.._...._......_...._....._........-,.__-..........._......_..__..._.............._ MTW16 .._...................................._.._......_.............._......_.._............_.....__......._......_....._..._.._.._......_....._........................................._...................................._.._..................-............_......................................_:........._..........................:......................._......_._._... MTW18 FL17244.8 FL17244.8 .-..-_-__....__..__........-__.-..._..___.._..._.............__....................-_....---------.-..._.----.___......._......__.._........ ESR-3455 ESR-3455 12/31/202D 12/31/2020 MT516 MTS18 FL10456.34 FL1045&35 ESR-2613 ESR-2813 12/31/2D2D ..._.................._.................... 12131J2020 D. MATERIAL Cast -Crete Coin rP• Hi Strength ConcreteLintels g FL158;1 NIA 512112022 MTW20 .... ,....._.MUGT15................ FL17244 $ .... ...FL1724D.5................_................. ESR 3455 . ----- ...- -- ...---..----..- ........ ESR-3447 i2/3'1i2020 .- .-.---- .. ... 12/3112020 MTS2D MGT FL10456-36 FL11470.9 ESR-2613 S�M200803 12/31J202D 1213112020 Ct rlmert:ial Concrete' Products, Inc High Strength CDnCrete Lintels FL1774 NJA 5125/2024 NFM35iC12 NFM35X16U FL578 2 _-FL578.3 _ __ _ _ _ _ _Evaluatron Rc. yp19 .;__:._ _ "f` ...... Evaluation Report i2131/202D .:._.:: 1223ii20 MBHA3.56111-25 MBHA3.56r16 FL13904.6 FL13904.6 ESR-2616 ESR-2616 12131/2020 ....................... 12/31/202D PAU44 FL17239-13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12131/2020 ......_......I..._........... -..._. _ _ _ _ _...._........................._........._._. ....... PAU66 .........................................._..................._........._._..,........................_..........._._....._...._...._........................._......:...............__._.....................,........_...._....__..-_...........:,...„.._._.._.................._._......................._...._.........._...................._..._......I......- PHD2A ............_...._.................._..................._........_.. PHXJ3M6 RFUS ...-........................_...............__.._._................................................................_........_.._._........__.................._.................._....................,................-..._,,......_........... RS150 ....._._....................._... ................... RT15 ..___... .-__'._._-_._....._._.._ RT16-2 _ .............._........_._............._.,_...._.._..__....___........................._..._.._._..__..__._...__......._.._._........._................_...._._...._......_.......-.._.._..............__.......... FL17239.13 FL1721g., 3 _ ... _...._..._...._..................._......_...._.. _. FL17241.20 __..,.. .... FL62Z3-5 FL17244.27 ........._............_....---_....__ .....-' - .. FL17236.3 ._ .._.__�.._...__...:... ._.._. _...._.. __._._._..._.... FL17236-2 ESR-3449 ER-D20D ....._......... ..... ...... .. ..... _. ... _._. _. _..... _._....._.........................__...._.._.._........_.._ ESR-3444 E Iuatian Fte art .. _ .................. _..._._.,.-................ .......... ESR-3455 -'-'--._-................... __I..... ...___:...__......_............_...............I....I......_,. ESR 3448 ._. _..... _. ._. ._...-".........................................._...._ ESR-3448 12131/2020 12131/20X ... .... ............... 12/31/2020 12/31/2020 ........ ....., .i ii2020 .......... ..:........ 12/31/2020 _ _........ 12/31/2020 GLTV3.516 FGTR CS16 Hi H10 H10-2 H 10A FL10%7.8 FLi 1473.2 FL10852,1 FL10456.5 FL104%.6 FL10456.7 FL1045&6 ESR-2615 SIM200802 ESR-2105 ESR-2613 ESR-2613 ESR-2613 ESR-2513 12/3112020 ....._........I....,....._................ 12131/202D ........ .............. i2131/2fl20 1213112©20 ...,_.... ......__. 12/3112020 _....__.._._........_...... ... 12/3i12020 ._....._.._"-......_._......... 12/31/2020 , ; -. The products IrSted below did not demonstrate product approval at plan review. i understand that at the time of inspection of these products, the following i a on must be liable to the 1 for an th bsi# of th duct o ntrm ti aw inspec a jo e; 1) copy a Pro appi val. 2) - - l ':. -'-_..__._.-- _ ---'-.,- "__ ..__ ,.__.._-_"_.-.'_____....____. �.__..�...... ,_,_- ._..- -, L- _-_.__-. .,.-__--._ . _..�__..__ .,,_,._.,...,,,_ "_ _ ______._.��_�.__ _.._.._._,__, _..-_.-------,,._.-_...._ _ -____ .,_._.....__-._..__ ,. -.___. -_ "`--'- "' `I -`° ` - '-' " "`�`" ___ __-_ _.__ _ _. ._ __.I - - _.. _--..-... _-. .--_-_ _.. _ ___ -_. _.------____. _. __.._ __._ - _ __ ...__. ___. _. - - - - : l PIood -1 yw S6.SPSF 13 26 Ga. 5V Crimp Min 26 Ga. SV Cximp veer i5n2&quota Plywood 04/122024 No Yes N/A +N/Al-131.PSF 14 26 Ga. sV comp Mm 26 Ga. 5V Qlmp Rod Panel over tx4 Wood oanz2o2a No vas N!A +N/AI ._...................................................... .._ RT16A ._.._.._.......__......-.............-'---. FL17236-2 -...-__._..............................._"---..:....:.............................................._.. ....I......._ ESR-3448 _ ..,... __ ....... 12/31/2020 H3 FL10456-13 ESR-2613 .._...._.. ...... .-....... 12131/202D _ __---____. _.___- ____._.. _._. _.___--.__-.. _._--. ___- .. .. _. ___.. __ - _-_.___ __.-- - - ; --- - -- --------- -. _.._ ____ - -_ .._. _ __ _ - ..._. :-.__ .. _. . ; ,>_,<,-_._,-_.__-.-_.._,.•.<_.n_,d>_,.....�.._.-., .,._...L`_..............._......_..._.._....- -,:..., .-..n „_..,.,---,-_"._._-_�i_,.-.,..__�_._....�<_...-__.,...,.__-.__wv.__....-._-.�...._ _.-__.. ,.---....-.,-__ _:..,..-... _ ._.m,.,_.... _ . ___-_- .. _ ._.....-..<�____._.."_. ... _._,.. __._ -.._ 1 RT3A FL17236 3 ESR 344$ i213112020 H4 FL10456-14 _ ESR 269 3 i2/3912020 Purlinsover 15n2&qud; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gull Lok 16&quoL Wide Rod Panel over 04/12rz024 Yes Yes N/A +N/A/ 15n2&Wot;Plywood-161.OPSF ................._........:.....,........._.................... RT4 ..:....... :..., .,. .... .... .............................................................. FL17236.3 ...:..._.-,.._..._,........................ __.......... ......_ ESR-3448 ..... .....,,. 12131/2020 H5 FL10456.15 ESR-2613 ,.:. .. .. .... 12/3112020 i - ___.__. _- -- -- _.-- _ ._w__. __--__ _.--__-------- _ �_ _,_.__ ___ .___..___ _ - .__ - ______.__ - -- ____ __- I RTS.. FL17236.3 ESR-3448. 12J3112020 H2.5 FL10456-i1 ESR-2613 1213112fl20 - , i _. - _. : _- -_ _-'-_ -. ___. __-----_ £-__.._---_-----_.__-------_-._ f..---'-__ _ _-_. _-______ -_- - --....__.... _---.. ---------- --._--- _. i 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quoL Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15n2&qud; Plywood 17 26 Ga. GulfPBR Min z6 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/12rz024 No Yes N/A +N/Ai .. .... .... . .. .. _..,... _ ._.._......................... RT7 _.........,..•„_..-- ._,,.. _ . .. .,... FL17236.3 , ........__..___.._......_. .........._.,,........I...I._....__I....._..__..._. , ....-_.. ................. ESR-3448 ,.. , _ ......_ 12/31/2020 H25A FL10456.12 ESR-2613 ...................... 12/31MM ;. _ _._ i ..-_. _ _.,_._ ' __.a_._,__ _.,-,-�.-__ ..._..h_ _---.,.__.._____----___,.�___. _._..----_.__.,. __ _--__. _ _ .i APPLICANT SIGNATURE DATE U) RT7A FL17236-3 ESR-3448 12/31/2020 H8 FL11470.3 SiM200803 12/31/2020 Plywood-154.7PSF - ........ .-- _... __ ... '.. .. .... RTSA ................_.._.---._---......................._._.......__.......__...._................... FL17236.3 _-_-......_...._........._.._..............._..._....__..._..__.. _._ ESR-3448 . _ 12/31/2020 SP1 FL10456.41 ESR-2613 12131/202D SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12131/2020 ........._.................................................._............_...........................................-......,............_:,....,....._................................._..,..............................................................._...._.....,........,......._.................-.........._......_........................_........................................ SPT24 FL17244.31 ESR-3455 12131/2020 SP4 FL10456.43 ESR-2613 ............_....1f................... 12/3 2020 Florida Departinent of Business & Professional Regulation Page2of2 Building Codes and Standards 3/de/2He ...... SPT4 ......... _.......--... SPT6 ...................:. ..FL17244 32 FL17244 32 _................. ..... _ ESR 3455 .._,_.........................._. .. _,,,.. ESR 3455 . 12131/2020 12/3112020 SP6 SP8 FL104456.44 FL10456.45 ESR-2613 ESR-2513 12131/2020 ..............._, 12131/2020 ................................................... SPT8 .. ._.. 4.32 ............._........................................ _.. .. 12/3112020 SPH4 FL10456.46 ESR-2613 .. ... . 12/3112020 Product Approval Application Detail SPTH4_..__........................................._...-FL17244 I17 ..........._ .. - - 32 .............__..._......................_............_ESR.3455_.....................__.._._.........., ,.... ESR-3455 12l31l203 SPH6 FL10456.47 ESR 2613 .._..._.... 12131J2020 Qually Asasnall Aywriedfor Use Aowmad far Use ri pad Desim Product Medal- Number ar Karroo [nHVHZ outside HVHZ Resistant SPTI- FL17244.32 ESR-3455 12/3V2020 SPH8 FL10456.48 ESR-2613 12/31/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/3112020 18 26 Ga. GUIfPBR Mo 26 Ga. GuffPBR Rod Panel over 1x4 Woad 04/12=4 Yes Yes NIA +N//v Purins aver 15/32&quol: Plywood-151.7PSF is 26 Ga. Guli Mn 26 Ga. Gu11PBR we r 15r32&qud; Plywood 04/t22024 Yes Yes NIA +Nh4/ 1s4.7PBF 20 26 Ga. GuBPBR Mn 26 Ge- GnlIPBR veer ix4 Wmd Purina over 04/122024 No Yes NIA +N/AI 15/d2&qud;Plywood-151.7PSF 2, zs w. GuBRb non zs Ge. GuitRb over tx4 wood Parfifs aver Dvtz2oza No Yes NIA +N/a 15132&qud: Plywood-164.2PSF 22 26 Ga. GuBRb Mn 26 Ga. GrNRib over 15r32hqud; Plywood 04/12r2024 No Yes N/A +N/A/ ....................................................._............._......_...................................,...--............._..............................................,__._......................,....,......................,...._........_.._._.........,....._........_........................._......................._...._............_..........................._.... SUH24 FL1723213 _ ESR. 3445 2/31120 1 20 HHUS28-2 FL10655.3 ESR-2549 ............................................ 12/3112020 „� r ii �/ J THD28 .....,.. ........:.............I....... THD28-2 - . FL1723216 ....... FL17232.16 ESR 3445 . ,_ .. ........ .......: ,::..::... ..... ESR-3445 12/31/2020 12/3112020 HHUS410 HGUS5.25/12 FL10655.4 FL11468.11 - ESR-2549 SIM2D0$04 12/31/2020 - i2/3112020 THD410 _... _ ._. THD412 � _ .. FL17232-16 FL172321fi __..... ESR 3445 __.... _.. ESR-3445 i2/31/2= 12131/2D20 HGUS414 HDQ$-SDS3 FL11468.10 FL1 D441.1 SIM200804 ESR-2330 12/31/2020 12131/2020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 ._..._................._......._._ 159.1 26 Ge GUHRb Aiin 26 Ge. GuilRib ova - 04/1 Yes Yes N/A +N1A1 23 r 751328pUd, Plywood 2fZ024 -159.2PSF 24 26 Ga. GURRb Mn 26 Ga. GUIfRib over ix4 wood Purins over 04/122024 Yes Yes NIA +NIAI 15l32&qud; Plywood-164.zPSF 25 29 Ga. Gulftib Mn 29 Ga. GuMiib over,x4 Wood Purfns aver o4/122024 No Yes NIA +N/A/ CIO ..._.._.......-..._...._.._._._.............................--........__....----------.......__.._....__.I....__ THDH414 ........................................._............._..-,..._........,_.,-.__.....,,......_.......-........__....._....._.............._.._.._........_._.._ UGTS3F ."..'..'... UPHD8 _... ....... FL17232-17 FL2033.1 ........_FL17219.5.......................... .._......-----.._.........._.._...................._.._.._.._,.,........._..._.._.._................._......_._..._._..........._............:........_.._...._......__....__ ESR-3445 .__.,.-.__._....__.........._..._,.............,.._..,......_........_.........._......................_,....-..-._..,_.__.....,..__........................_......-._.........._.. _Evaluation Report................................•.....................12/31/2020... ._.... ....... ER020[l. 12/31/2020 12/3112020 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473.9 SIM200802 SIM200802 SIM200802 12/3112020 _........................................, 12/31/2020 ............... 12/31/2020 ....... .. -.................................................._...._ - ...... .....,...... ....... .._..... ..........._. _ .._. .... ... .... ..- _.:._..... LGT3SDS25 FL11470.7 SIM200803 i2/3112020.. 15132&qud; Plywcotl -123.5PSF 26 29 Co. GuI1Rb Mn 29 Ga. GulfRib over 15/32&qud; plywood CW12/21124 No Yes NIA +NIA/ -146.GPSF > LG Q -. . - .. .. ... .. ...................I.......-'--_. - -................._......................: - - -'_ . _.._.. .............:_ ......-.......... .. ..... _.... - LGUM26-2 FL11473.12 SIM200802 1213112020 _ - _ _ _ _ 27 29 Ga. GUM; b Mn 29 Ga. GWRib over 1x4 Wood Purins wer 04/12r2024 No Yes NIA +NIA! 7Iin 29 a . O.S.B. - N)AI SF 28 29 Ga. f3eIIRb Iris 29 Ga. GulfRib over 7/16&quaY O.S.B. 04/12202d No Yes NIA +N/AI -116.GPSF O /1 i.i _ - - - - Code Version; 201 ] FL S: 11651 Application Type: ALL Product Nanuract-- ALL category: ALL Subcategory: ALL Application Status: ALL cormslance Method: ALL Quality Assurance EKYy Oanract Expired: ALL Product Model, Number or Name: ALL O Product Description: ALL Approved forum In HVHZ: ALL Approved for rise outside HVHZ: ALL impact Resistant: ALL Design Pressue: ALL Date From: ALL Data To: ALL 0 M - - Coe Entity or Date Date Date Pendina Date 1=yer ion Manufacturer Contact Fnalnser & Lieensa Validated By Validated FBC Approval gggrg� $tat{IS Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/172018 08/17/2018 08232018 10108/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 < Subcategory: Products Introduced as a Result of Info@smadvent.com New Tlarce compllanee Method: Evaluation Report from e Met Florida Registered Architect or a Licensed Florida Professional Engineer O M . FLio$62•RTPlotlucts : ?.� - - Quality AssurancenApproved for Use AoprovedTo Use Impact .�_„, Deslon Sea # Product Model. Number or Neme Froduct Descrlptlon Cordracf Exolratlon Dale In HVHZ Outside HVHZ &iistnt Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 121312020 Yes Yes NIA +1006100 " cwc C Q 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent I2/312020 Yes Yes NIA +1001-I00 3 SmartVent Model #1540-520 Insulated Flood Vent 12/312020 Yes Yes NIA +100/--100 z ■ J 4 SmartVent Model #1540-521 Insulated Flood Vent 12n12020 Yes Yes NIA +1001--100 6 SmartVent Model #1640-524 18&qud; Garage Door Flood Vent 121312020 Yes Yes NIA N/A 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 1213112020 Yes Yes NIA +1001--100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA NIA Z Q J SHEET N0, PA 1.0 Florida Department of Business & Professional Regulation Page i dre Building Codes and Standards 12/1212018 Product Approval Application Detail . .Qga Entity or Pass Rek Dale Fenian, 23k . I= Version &License validated By y3llaat.d eNemltkd FBC Aeoroval A.areved $kiLLr. Revision 2017 Therma-Tru Corporation Rick AHgm Lyndon F. Schmidt, PE. Ryan J. King, P.E. 10/152017 07/122017 10/182017 12/122017 Approved Category. EAsrior Doors (419)298-1740 PE-43409 (813)767-9555 Subcategory: SWnging Exterior Door Assemblies rkkwambldgemsuaams. an Complice Method: Evaluation Report from a Co. Florida Registered Architect or a Licensed Florida FL4200422,1atbducts Professional Englnew - - OuatlM Assunnes Aooroved for Use Aooroved for Use Imeaet Design Seise product Model. Number or Name Protluet DeseriMlon Cosner Expirrlon Date 1D71XtR Outritle HVHZ Resistant Preesurs 1 a. Thenno-Tru Fiber -Classic and Smooth -Star Nominal 6&a39;8 &quoiNon-Impact&qua; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Door 0nleving/Oulsvdng; X configuration) 6 f. lbam o-Tm FiberClassic and Smooth -Star Nominal SMS;0 &quotNorHmpact" Opaque 12/312020 No Yes No N/A Composite Edge Fiberglass Single Door Qnswing0uhmirg: X configuration) 9 1. Thenno-Tm Flber-Classlc and Smooth -Slat Nominal SW9;8 &quatNoo-lmpadt&qua; Glazed 12/31=0 No Yes No N/A Composite Edge Fiberglass Slrgle Door (lnswing/Odsvdrp; X cormguraticn) 14 n. Thermo-Tru Fiber-Classlc and Smooth -Star Nominal WAS;0 &quotNoo-lmpad&1poC Glared 12/312020 No Yes No WA Composite Edge Fiberglass Single Door 0n41vingroulsva ; X coMguretlon Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 2 &2 lra+2020 Florida Department of Business & Professional Regulation Fags 3 of Building Codes and Standards 12112201 - Product Approval Application Detail - Q9A .. Entity or Pate. p3(g, Date Pending gatl =yg3 version Manuteduror Contact Enalnew&U-9 Vrldated By YalWated Submitted FUCA oroval A.oroved staves Revision 2017 Themlo-Tru Corporation opera Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, PE. 12/132D17 12/1311017 12212017 021132018 Approved Category: Exterior Doors (419)298-1740 PE-43409 (813)767-6555 Subcategory: Syringing Extenor Door Assemblies rickwgQrNbltlgconsullerds. Compliance Method: Evaluation Report from a corm Florida Registered Architect or a Licensed Florida Prohnional Engineer FLOW469413P116d.d. Duality Assurance Approved for Use Aooroved for Use Impact Design Semis Product Model. NumbermName Product Descilotlon Contract 15-Iniion Data In HYHZ Outside HVHZ. Resistant Prsesu, 1 a. Therni Fiber -Classic and Smooth -Sher Nominal 6&A39;8 &qua7Nm,Impact" Opaque 12/312021 No Yes No N/A Composite Edge Fiberglass Single Door (mswmg/Outs,ving, X cormgumtion) 6 f. Therma-Tru Frier -Classic a modh-Star ed S Nominal WM9',0 not on -Ian ad& ol; Opaque 12 12021 &q N P W. paq a !3 No Yes N, WA Composite Edge Fiberglass Single Door (Inaving/OulsWilig X configuration) 9 1. Therfna-Tru Fiber -Classic and Smooth -Star Nominal 681K49;g &quot3Jon4mpagt&quo1; Glazed 12/3irml No Yes No N/A Composite Edge Fiberglass Single Door Qnsv4ngOdsvdrg;:A configuration) 14 n. arms ru r- s c e moo er Nominal %WV;U &qU0tVohl1rp8C1&qJot;..Uned 2131 Y. Composite Edge Fiberglass Single Door (fnawMgA7ulswwg; X configuration) Florida DeparGrlent of Business & Professional Regulator Pew 1 a 1 BU ft Codes and Standards 1,1110111 Product Approval Application Dotal -fLaI5332415R1'.ducts Product Model. Number or Name Product Dascrl.Uon - Duality Assurance Contrael Eumir-rlon Dale Aooroved for Use In NVXZ _ Aporayed for Use Outside HVHZ (fact Bird. eat Design Pmssurs �g Se.a 1 SERIES 42DALUMINUM$GO SERIES 420ALUMINUM SGD OXO 12r3l)2020 No Yes No NIA version � 1453/46quotx80&quct;NON-REINFORCED Revision 2017 CWW Burke Products catty w MarkVrsterrp Midweek Teasing StervlwsflA, Gary PNshter 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD Ox XO, XX 12/312020 No Yes No NIA Caegory: E dualor DOW (613)T104M Irsc (513)510e688 e6&qud'x6Mqud;NON-REINFORCED a1OCaYgoW. Sead"Al Edlelcr DoarAeNmbaM MwaMerraldCdopsy-Dam 3 SERIES 420 ALUMINUM$Go REINFORCED SERIES420ALUMINUM SOD REINFORCED CXO 12/312020 No Yes No NIA CDagRenw lsaer.d CeNagOan Mad a L4Wg 145-3/44quotx96&quct; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, XG XX 98& ..1.98& um 12/310020 No Yes No NIA EtaunromFS9$at Florida DepaMtent of Business & Professional Regulation Building Codes and Standards Product Approval Application D1ttal page 1 a 1 tlemle Fiords Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 a I usable &ads l alw or gat 2gla Dab peamillan oak Sete Liu m gat 21k glZtllasuffiw ore in 31Ww MMO&WM 9wrr MdMKLLkm Xdkmm.Bt YMM" AWolaea F=Aotmsl Akesrd gene Imo Yemtm ramduam gaodst SOdUaKlllelre ltvmLtat Ydw" Adla W Flgemmial Asrase ttiehle liberation 2117 TAxma-Tru Corporation Pod Yarght WtbnalAmedWgrnB Rye. J. King, P.E. 17/2a21117 09121WIT 1712202017 Approved Revision 2017 Theres Tm Capaalkn Pock VftM WtbaalAccredMalbn B, Rye.A King, P.E. 1721112017 13921=17 12112=17 Approved Cabgay Eedrbr Doors (419)20.1740 Wmpet as lndkde (8/3)767-55 C%gery:6derI Doors (419)29&1740 Ma nmparrrrd laWate (818)7874t555 MbCiblleai 8wkgkg EAKW DOWAaMingYM dd.v@m6wpcensr s SubOdlgery: Swinging ExWlDr Door Assemblies dd-embugcerasoear& compensate LUdo& CeN6oMbn Mark or Lsting Dam Copeaeea Media& GNrMbn Mvek or lJgap Dom AeeassLILlel imm geelw guabLammm Ave UIUMAN ani3nditSk1 kow aidw A" Procescalillodidbluaralusirarysing P11W w Oulassidalawaiggl2as 1. HVIR Outside t Flatus teal sm Product Dmscrk*m In HVHZ Oktd& H NZ Bob" ft e 1 a. &*WtCkub-CrM W*t and liquatiendsmad by de and 8A Opaque and Snead Flibegleas Door with 12/312021 No Yes NO WA 5 e. &quot$moo81 OW&Wot wW &quotBpid- nod by BIB and W Opaque and closed Favaglw DooraM 12031JMI No Ya No WA Th-Tnrdgwt and without eklear. heeding and Ous wig Th-Tru&quot and wMiatt Spasms, IrrwYlg and OuhwNg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcaton Detail PWICII II laws t3A!!BLlBI title gar! Dew tire reel antra gate Deis gdLemea Dart Yeleeld AWslee F&C Aresml Assuaged Itiws Ian Yemte jilleguilegig= 2ROM ffimbE .AIMe YMWided Of Wmra iOealed 1`139Aso®ml Aware Alves 1=12017 OBMG=17 120152017 Approved Review 2017 cbm SUN" products DDnpsny MadVYabk-§Wd Maeabk Tau" Services NA, Gary PfirNer 11221=7 061102017 12(067J017 Approved cetegmr: Exterior Door (513) 7704002 kie. (513) 0104M erbOalegay: Sedbml Exterior DwAwnrbW Y.gom Case- N gw&. Distillation Mart or LIMkg 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yea No N/A Aesleved Mika gYlw Raft 143&qum,xN"ud, teal amooLvagaiwokKoibm EBANLRINdOW CMUMM Bonuses case K= gumdt= !lam Porar ant EMANLREadom goobalawmiKam !,hill 290kkk= Bob= nasals 37 037 VYO-09 PAWV 151: 5111, 94.73.75, 1500, 190, 71L Sent Pan (min. 25 g&) Single -Car (Up to OV wide) 06W21112111 No Yes No .30 PSFA32 53 083 10 PAN-W163: 84A, W, 73, 78, 15W, 1S0, 4RST, OW Pare (min. 25 gas) DorbbRsr War toIW od212m8 No Y40 No e30 PSF/-30 t6V, 4RSr, 4RSF, 8R8T, War. 2RST, 48, 42.66, 486IDW6 , YNCOOEW74; Garage Door Fair 4RSF, 8RST, BRSF, 48, 42, 56, 408.420. 08, GM. villa) WDD(DOEW74; Mr causes Door PSF 421% 54 GDW GD5311, calls, GRSSV, ARSE, AR5SV, EDSS,ED5SV FLe111m74V 9eee aml version ussawkwasmar Revision 2D17 CURRIES Division of AAD0, Inc, CM.Omrr, Exribr Doors &&COWW EXIOW Doc rCorrpasonb Cempeeaae MMnaeb CarekMbn Mark or Llatrng FlmlBv4u produce lw! 1 807, T07, 727, 747, rat $47 Single and Poe of Doors Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Emr.g 9swsds Lmkeulitgaae YMWasemr Dodo Davis UL LLC Tad Samson. PE (8e1)494-2044 (306)ssss 7 da d*MDGMMaoby.ce m Pape I a1 Name PL#17499-R6PrPtE(q)5=` ". title 21a 111011g tease title Sea # Product Model, Number or Nams MOW §UkWM FOCAmmM Assuming mma 2 la5 SH 11rJ07017 10/25=7 IZA1620IT Approval Answered for Answered for Usis 1M DlMm Finished causeless, Da 1,IDa¢ outside trim BwYkt Irmsm Fish, (gazed, and Lowered akgle and alas of 12/312026 Yes Yet Yes WA holow mull doaa Florida Department of Business. &-Professional Regulation Building Codes and Standards Product Approval Application Detail Quality Assure Product Descrinllon Capmrad Emlrelic 52.72 Fin7Flange Frame IGISG Single Hung 10/082023 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga2af2 Irt./2rr10 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or kk gaff Data Pendna gas Page 2 of 5n7f2020 Emw Code. Entity ar Data Date Delta, Pendhan two ]yet VersionMMurfadlurar Si9nlegt En.lnear&Ltcense Vatltlred fM. Validated Submitted FBCAooroval Aooroved tiles 1Yge version tlitiLSeGigollL SatlDte9i Bddr,eer &.unn:. vrrdrad ev i!eaamw rL1YIn11101 Fac approval a2mila d l(g(gL Revision 2017 MI Windows and Doors anent Sitbr,per American Archdedunl Slaver, M. Udsh' PE (ISM4f2019 06/042D19 D61D7MIII Approved Revision 2017 PST Induelflas Jena Roa-nil l Mhun-Dade SCCO - CER Mleml-Dark SCCO - VAL 0225/2DZD 01272020 g228=20 Approved Category: Windows (717) 365-3300 Manufacturers Assaalatlon (717) 317-8454 Category: Wind— (941) 486-0100 (786) 315-2590 oslbln ger(gMwd.ban SubC l gcry: Fixed Iron kQpglindusmee c CoSubcategory:linceFixed Compliance McNpd: Cedmcetion Mark a Listing Compliance Method: Certlncetion Medr a Listing om _'FL&15349-RM2 Products. Aooroved fa Uss Approved for Use Impact Deakin Sa it Product Model N or Name _ .: Duality Assurance &kgrowtlfor Use Aooroved for Use Product Dared arc n C ration dre 1 H Z e HVHZ I111P&&1 Rasa a Sep# Product Model. Nuaberor Name Product Deamlictbn Centred Exokatlon Dre In NZ Outside HVNZ VN Resistant press". 6 PA15520 (Large Mimic Imped) Vinyl Fixed Window 041302025 Yen Yea Yes NIA 1 185 PW 73 x 72 Insulated Glass 041=423 No Yes No r60/-60 Florida Daperttnent of BueYtess & Professional Regulation Page 1 .11 Building Codes and Standards WWII Product Approval Applcadon Deltall FLQ9411-110t MGM Yerdsa mm I Wlm[ 228M EatlwaLLkm Ydmdtd lc YWAM a"" pWAw®rM Aeamme II M PAVMIrn 2017 Thence -Tan Capondian Rick Wright LPWM F. Sdsad, P.E. Rye J. Ice, P.E. 10r11V20t7 10152017 10222017 12112017 Approved caYggry: exuaW Doors (419) 2MI740 PE4340 (813) 767d686 DrbCabgay: Swksgkg Exterior DOaAaanbin ddns dKreb. CMWNve Meewd Evaksotlaa R$W from o Dan FbMa RegbbmW Amhbd as Lkenm d FWM PM%"i*n&I En~ leg[ ProdatMadaLllusalaraNseas B As �Yw Dledeellim agill { Forme 1 a. &quotF6xwCWMo6graak, awotanrromawa*los, WWII 116quotlnpsd8quot Orzed Pbsrgkln 1241=1 No Yoe YM WA dq�nat a&pwtCWabCraR Sllagle Door -Op iaedrg orouMwlrg ConligurWon Rus"clit of Florida Department of Business & Professional Regulation Binding Codes and Standards Product Approval Application Datag pop lart II 14512018 in vmlon MoHdodum 9wem CrtaLa Narae YMWtlrlm( YINM 110ktte Fall Amount Awmad D1Wt PAVNW 2017 Ae Head* SURbg Plodase, lax. nowaingax Ranald I. Ogres Jam souftmt P.E. 08252017 OnNBRO/7 0828,=7 10/102017 Approved Ca vaay: Panel Wear MR me,= PE-24121 (352) 387-200 Srb0sheloW. sprig plrgoogslMglamelrr cavePevew Weab Evakutlan Rupert from a disown Florida Rockland Ardlftd or a Wonted Flaps PlasMbnal E.gkwr wwk SUdkAe Assaroved for Use, Imrm grMr ami pmdudonw Con&aotExohvtbnDab In Outside %okwi t ft k 2 HartHaPWak Lop Smile rarsrrara lop smoke 12131/2020 YM Yo MIA WA Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1420=0 Product Approval Application Detail FLa1a359Jr4 Pepduets , - x W,� .. Ourity Assuan, Apaoved for Use A ... vad far Use fanged RIAL 1. $AJ3119M gaol Revision 2017 Jr.M Handle alleslg Products, Inc. Gbgay: Pared Waft &beabgwr. Swing Coptivewall I I: EvalwtI R*Wfroma Florida ReglrMed Arched or a Liwrwd Fbaide PmfnobnM Ears~ luau PiroduatillociaLNumdartarlikeres 2 HrdaPlwk Lap 84V Florida Department of Business & Professional Regulation paw I all Suftng Codes and Standards 1a201e Product Approval Applications Detail fdrltl FArre[am mwyMwaadMe NNW" Adlee FwAwrmrM Araeme lets P1 owes Zhu Ronald (.Olives John Souther, P.E. 08122=17 01101111111017 08282017 10iW2017 Approved (OW 3402M PE-24121 (ati2)357.2626 Pigearg-xMuQynavlrr dlec4m Awe vadforUse AnwoMkCit! Imrm 22d a Produm>tisedodo CORUMEFAkodmpm in trim 9eeWo.IgNi now" Rove" ooeusnrd lisp swig 1201/20W YM YM WA WA GDSBV, 0R68, GRSSV, ARSE, AR68V, VON, ED58V Florida Department of Business & Professional Regulation Paw I a I Building Codes and Standards IMm1e Product Approval Application Detail ti,llulliam raft !tuba 21M tilt coops"= 2 t .Lang YeraNm So" ydmlm d mdwod Agisa W FM Automated Assuaged AWN Revision 2017 pwbdamn Don turd MemFOWa BCCO-CER MWUFDada 9000-VAL 12t2W2017 12ADSM17 12262017 Approved celseoryr. YsindOwa (841) 48"IOD (795) 315.26g0 SuuCargry: Bight Hung dmwkOpganduuba.aor capers Method: De155g5an Mark or Lfsorg ,91WYt&Uwm Agetwitived.kLlee Anoravadjarlihis IMrm 2alm awl BmOaatlJtsd.kn 29MMM[miabL21ik In 91111I0stgg6 Bm&= FJrwm 7 13144300 Miss Mier iepad) V" single Hung V4iadow 07130 2M Yale Yes vale WA iklM14H1 glee Lets Yin Z RevMbn 2017 PGTkrushw c.rgwr. warwoua eabcebamy: Muaau ColpUaw Medical: CariSadat Mad or 1.1@1Ing FLONW1 Pnwwb lib" undwartileas 1 Mutate for Al Dooraal VMndows Florida DepaMurd of Business & Professional Regulation Pew I a f II, Building Codes and Standards VIEW$ Product Approval Application Detail lookz Wt gok 21KENmaa Dart 2w*a each—aLiu— Yeltltlelac YMWtlW ll1guitiee FMAwusal Aw®mtl tkdas Dan Red MWnlaade 6000-DER Mtem4Dade BCCo-VAL 12106,2017 111INZ117 120MM17 Approved (941) 40MIOD (7e6) 31t4.25W drmark�pgtpdueilMcom Geller Awartaysidjortlaut Asuarsred.k[.WF. kntl D WE Product likeselseleat 2LtAKLVbgRa2W so HVHZ 2NWdL= learnt Forme Akvnft nMusion 0525=1 Yes Ya Yes WA Florida Depatnent of Business & Professional Regulation paga r e l Building Codes and Standards handle Product Approval Applkadon Detail ! 91111111111 meta[ gars 21k RWJN let 291 sane Ysmiw monLdbobm DORM gammOL4Llrnw lfeeasladBy YMWIWI lfdlalee FecAso[aal Awmxsl lest Revision 2017 Alaska Nick Thompson LWdDnn F. aohmw4 P.E. Ryan J. IWg, P.E. 1W042m17 1WN=17 101112017 12n2017 Approved c+.gar: Pena Vhk OW g22,2388 PE43400 (813) 707-0555 abCrmgay: Soar neaaarpsorsQsYwa.mm Coe peso llMlsab Evaluation Repo from a Florida Registered Ardlra a a Licensed Florida Professional Emgelsar AUKOndforUm Aoomwd*W M Imma DWw DlIII pmduok Dogododw consists Exashadon e-l!>Bli O.Mkb ardor pressure, 1 & epaal;2Tdpaaot Son Ver or Sold Vh* 3.0 12/31MM No Ye No WA Florida Deparlinent of Business & Professional Regulation page I o t BWWN Codes and Standards /rmis Product Approval Application Doing BumCm gale ldltCr title Dr1 gekBrWw DMe mm! version jasulliagger Detailed zminffALhom koodm ak maldled lllhmtte FadAosrsali Awm>rd leas Ravtebn 2017 POT bd$Mw Dan Rad MWn*Dmb BODO-CER Mbm Istds aCCO-VAL 12202g17 11282017 12FAM17 Approved Oeesgorn" Exterior Dona (941) 488.Ot W (766) 315,nW Sub0wheii : Siding Ex*W DWAwareMM dtuark�pgalduakbe-Dom Ocarplanee Medw* CaNAeatlon Mad a LYwg AgemtatlffiI!e! Ave fur Imrm games MA C 1111AN maYYg.tgifli broom ha 10 Sc66670 (rage WAWM irpct) V" 690kg Gins Door o4/11lL021 Yale YM Yes NIA Florida Departme lot of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pawla7 Ir"1e B� Seek Mew or tilt tick Dullaillassallaas gee rums rioiw cmilm teolre.&UM111t Xels 0h1 VsUdit1 11ualleal FWArmved Aw®se }team Ravtebn 2017 club" Bladkg Product CWV" Msd Wmrw%W Inontek Teeang Services NA over PNshaer 11262017 CW W2017 12N6=17 Approved GYgay: E10ada Door (513) rm-e 2 has. (sip 81g ell" lsbCatepay:Sadbnalil DWAUMrbW raseb0awadopayarre Cop" Mod..k CardBaatltn Mark a Lladg GLoftAotaoor Assaulted for Aar U" bass Dollm Eau pleased in Olddd,Hu g: F.meNal 102 102 Mr-18 PAN-21li53: - 75, 84A, e4, 42, 48, 428, 486, Steel Pan (min. 25 ga.) Double4ar (177 to 107 0&212m No Yes No e37 PSFI.41 4RST, GRIST, Goes, QRSS, AR513, E0513 wide) VMNDCODE8i174; MIe 17arspa Doa PSF Florida Department of Btteatess & Professional Regulation page 1 a 1 Building Codes and Standards lmmis Product Approval Application Defall FLtlit1�C Sdtle BWO[at go IMe 2MUNI.w gate rime Yeutn tl..&.* [ gRdw loserslLlearse, y.lwredey YMWefee ltlhgialf F0QAagOtlal Aseetse leas R&AWN 2017 Jame Haile Mferag Produda, kx ZJM Romp I. ogawe John SoWwd, P.E. 0110=17 01101121117 091,2671017 10110 017 Approved categay:pisaw War (WW34$aV PE-24121 (362)361.2628 eW CONOMy: Swig Pirepehrg.zhu®janw w consensus NWNM Evaluation Report from a dram Florida Asill d Architect a a skewed Florida Pfaaeial91 Engkwr Aar AD4roradf.rues l.rm 20ft lea! product Model. Number or Merge PmddDemakidw construct E.Ohmim Oat kllAR O bkio HvHz tirYer FusMW 1 CveNaW*LAP Bibs sear-erant agJ siding 1213112020 Ya Yes MIL WA BAlltt�i 926 2110 verses misidellegg Revision 2017 AWN classirp:.Plead Marge enbca.gay Sam Ctaprnus Mrhod: Evaluation Rapist from ■ Fiorlde Regislve W Ardbed ors Lbensedli lea Professional Ergirwr tffil 2 b. 1*04AVA.ce T4&*o4 Sorb Florida Department of Business & Professional Regulation paw 1 e I Building Codes and Standards Iffimia Product Approval Application Detail must pre Dee 21KEMMM pre consist lrWr[aLIONM voiddkey YMWMee Afi slow FIS.AwmYel Awroved now NRk-rhomaon Lyndon F. ScmwL P.E. 1pem J. King, P.E. IOMM17 111101=7 iW112017 121220t7 Approved (390) s22,238g PS43409 (813) 76741666 ntlwnpaaa@akp&aom lmoam gales InHVIa OulaildlikiWK teleer Ply VaMaS.r V4lrlso n 1213720g0 No Yo No WA N N CU o .fie L N Q 0 C Cn v CU VJ c O C -2W _ o Ca u_ p Ca (%M O O i � .4cu-� �/J V Sri Q U) co O ■ eeeeeeeee� CU Cn -tf -1-a a O Lis � Q CU V`CL C O L CL V� V �■ 2 Q z z Q J d SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Building Codes and Standards Paga3 d3 lrlD 9 Florida Department of Business & Professional Regulation Building Codes and Standards page I of I lrzw 20 Product Approval Application Detail Product Approval Application Detail Code Entity or Date COO Date Pending tie Code Entity or Date Dote Date Pending ,Dye LM Vallou Manufacturer Contact Endlnear&Ldranse Validated By Validated Submitted FBC Approval Agagzea Type Version Manuracturer canted EngineerB Llconse Validated By Validated Submitted FEC Approval Uu yid Status Revision 2017 GAF Category: Rooting Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect ore Licensed Flodda Professional Engineer Michael Stich Robert Nieminen John W. Knezevich, PE (800) 766-3411 PE-59186 (954) 772-6224 mstlehCgef cot 12/112019 12/112019 1211MOI9 ding F13C Appn Revision 2017 TAMKO Building Products, me. Category: Roofing SubcategoryMethod: Evaluation or Report from a Compliance t e d Architect FloridaPraftRegistered Archnact or Licensed Flodda Engineer Keel Ed. Zachary R. Priest Locke Bowden P.E. (417) 624-6644 PE-74021 (334) 300-1600 kerli_eden@tamka.com 10fllU2017 10/052017 102OV2017 12M 212017 Approved FL1H0124•1125 ft Pratlucts�sronel Quality Assurance Apprkved for Use Approved for Use �Imoed Deslan -- -� OualitvAssuranco Approved for Use A--d for Use Import Deal - San R Product Modal. Number or Name Product Description Call Exoiraflon Date In HVHZ Outside NVNZ Resistant Pressure Slag N Product Model, Number err Name Product Descrinfli COntmetEmlrallon Data In HVIIZ Outslpe HVNZ RolstOnt Pressure, 1 GAF Asphalt Roof Shingles Fiberglass reinforced 34ab, laminated, 5-tab and IV152022 hipAidge asphalt shingles Ng Yes NIA WA 6 No. 15 UL Asphaltselurated crigginicileft 10/182021 Yes Yes NA NIA lire IiMM Revision 2017 LV. Tf , oc. dot Thompson AroM*o1un1 Me" CerWerry (TAMCO) Ctlapoy: Roo" erdcfY/oty: Rau" Aperwrin that on an ktMpnI fsMt Grew Roohlp System coerp%s Mato& Evaluation Report flan a Fodde R99WWW Ardneed or a Licensed Floods Fm(ueoml Engineer PLEIM94t2 Producer AMLA 3 TAM00 Mialpe Rod Van with earlier Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enter car %Oh ins EliminatorLibe a Tony Chrlabnen Zool ery R. Pda d (813) 248-UN PE-74M tonyogpnotorooll oarfr Product Description 26 go. stake roof inherent with hfegnbd bath Pagel oil Iarsole QMt lick mhCmdM 2112 Wedged By Voldoba Aallaiiiial FINGAMoveI Amite Rim Lodro Bowden 100111102017 IWIQ2017 tOf17/m17 12M2r2017 Approved (334) 3W-1SW 909NAeMIMM AaEMaffiLa Arranged lgcWe taa0{ 21" k.fOalF atibme HIM loobtat PNOW" o9Na202S Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 121=020 Cale it a Entity or Eat Dart Data Pendinu Data 7ype Version Manufacturer control Engineer& License Validated By Validated submitted POO Moroval Aitteoved Status Revision 2017 Bond Roofing Anderson Robin IAPMO Unilorrn Evaluation Gary W. Walker 10/18/2017 1NO6/2017 IOf21P2017 Approved Category: Roofing (801) 3BO.6091 Services LLC. (205) 054-0160 8ubcaegoW_ Roofing ales RcolnAndersonQborsl.co Compliance Method: Ewluatim Report from a in Product Evaluatlgn Entity •=PL#7844. o uds`.: ..., ;. 1 .. ; , . ,. ... ,. , Quality Aasuands Approved for Us, Arwroved for Use Iii 2WM Bad # Product Modal. Nmnber or Name Product: Description Contract Dminilon Data In HVHZ outside HVHZ Resistant press.. only a ere- a o, o as 17 Saxony No- Gantry Slate, Hartford Slate, Shake; Sire, Flat Profile- Sonkton, CA 12/312020 No Yes NfA WA Sglt Old Engllsh Thatch 16 Saxony 900- Cainry Slate, Shake& Slate Flat Prolls- Henderson, NV 12/312020 No Yes N/A WA 19 SWony900-Caty Slate n, Shake, Set&e emp:Spit Flet Profile -Lake Wales, Fla i2)312920 No Yes NIA WA Shake 20. 3exony900 -Share & Sate Flat Profile- Lathrop, CA 12/312020 No Yes NIA WA a e um e- nwr No Yes N/A NiA 28 Mils 900 Medlum ProMe - Lake Wales, FL 12l312020 No Yes NIA WA Florida Department of Business & Professional Regulation Paga I art Building Codes and Standards lrenole Product Approval Application Detail FLMBNB l 9Mk EEN or ink ink mkLotloB ink Disc Van&.. II1Malalllhm good EBWMKAMl YAUdKtik 1MIaWd AllOmtli d FOCAnerMMI AMmm ANSI Revision 20/7 nett suldng Carponorts &o p tho Blued lawn ICC EvahM Service, LLC Ls1Msm M. Rarded, PE OW192ai072W 7 017 O09212017 Approved carsay: abfdurat Component (847) 91s4473 (407) 661-1917 erret:eleeery: Truce Perm WWAB slalreevsm conpYoer NW.Ot Evaluation Repro ran a Product Evaluator 6l* RAM4U Produces Amroved for 4la AsproveY.fatlht hiew Damon AlaE Product Degradation 2nimasommi2n2a In HVHZ 9uftift HRZ &WNW Panama 2 ITW Bolawl kra Hogre Porw MsM Conrndor Plata 120311 Yr Yu NIA WA. Florida Department of Business & Professional Regulation Page i a l Building Codes and Standards lareole Product Approved Application Detail Flatn4r gads EIWW ink ink QBMea.Ba title nta Yuma Ownubou et c4rAm Engineer iLicense YmddYack Voldtled Sidefted FOCAmonrfll Aa[Mlea Elam. Aartbn 2017 MDTr frldttbW, Inc. Dews wit 100 Evaluation servla, LLC 1CC Evaleton Service, 1011192017 10119=17 1022/2017 Approved colostral: Structural Cornporns (314) 861.7480 LLC. escraKorl': Tno Phis dwarl®nd.aom (206) 509-UM etapBerors Modod Evaluating ReWrtlmm a Protlud Evaluation Ern* $iDtAZ�tla�e Appeared for Anitifirved for Use kwo Do" Asa! P dodw 101 HOR oumkb HOE jiliallialiet Fnaam 2 MIIte 169a.btesconoalorpht 01101152M Yr Yes WA NM ammt m la Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pP PP Page 2 a 12LU2020 Sig!(! EDgiti91 RAI 2a Datleanding Date 194 Version Manufacturer Cam Endneer&Licnse Validated By Validated Itl ed SUbirnitted FBC Aporovat �owd Stt� Editorial 2017 Weyerhaeuser Rob Baldwin ICC Ewluafim Service, LLC Ian Lehrer, P.E. 04R)1/2019 032212019 04106/2019 Approved Change Category: Structural Components (253) 924-6478 (608) 839-3288 Subcategory: Engineered Lumber Robert.BakM9nilliweyerha Compliance Mairi Evaluetim Report prom a euser.com Product Evaluation Entity - fL1t65Z7-RfDProdu21s. 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