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HomeMy WebLinkAbout2938 Lytton Hall DrIN ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. 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 FR 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 READ 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.F. 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 LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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 orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or 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 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. ILM IF= 1111*J 111#*J JX 118M 1551 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 STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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. V` ` w -4 L r (r3� CV (.( 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. M \ O U N N # O O rp J C N LL o fi: J � W Ui LL J rL LL Q Q j M M W Mu_u-ait 3 g Z zo 0=� pjO' o Z U0W0 IL o CC) �' N C)Z U 0 J �U Z ❑❑❑ (D M N c) 0 z o � J — d 4') N M z (D o LL (DLU 4-1 o� 'U CJS o —c O tJ) �V) �o w U) all CJ W U B =1s 2 c U) ¢ .0s N 0 ® 0 co � Cl) z O Z < g J Q 0 w 0 00 Z ty <N � N 0 r— rd E x U a� 00 U 0< N N fo °z �o LZ ire . fo CIO = C <o U Nm mg o 0 Z .J <Z N (n F� 0`= ZZ 58 a WW < a= < >° o V UJ ` < 0 03 �t = ` > J ui rn f0 � nL, W \ OO i� ! O m � T 0 N cr) L O T_ 00 eM N T 0) r- N o Z E O N Z a c0 0 ¢ o c � JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. C S OA � N A S3 TYP @ 1 STORY in O v0 LO Ia I OA � 0 O 1 A V TYP @ 1 STORY 1 OWNER'S SUITE .� 8'-0" CLG. CARPET -(3) 2x4 #2 SPF w/ DTT2Z G I H S3 I � I I 1 17'-18' 1 CAFE1 I I VAULT. CLG! I CARPET I I I I I I o 2.12 SLOPES I CEILING ' I CD I I I I I �b� I N I 1 = I --------a I / / /FAMILY RM , / VAULT CLG. / CARPET / / w 00 cD Z zi / rw 54'-0" O 25-SH I Y F BERGLASS M� II 0P N URROUND N FIBERGLASS SURROUND 1„� i . T-0" 10'-4" - • 2 O T TILE I SHOWER T^ T 0` Ra u BEDROOM 2 LIN N C 8'-0" CLG. 5-SH (D I BEDROOM 3 CARPET 16" DEEP00 p CLG. I 8'-0" CLG. I 00 o ° 3'_�Y 8, 2" I 8'-0" CARPET 2,�„ 4, 2. 3'-74' �, 8'_8$„ �sssr I 26611 2668 00 W.I.C. 06 (D AHU $'_0" CLG. I 4068 B.F. 4068 B.F. N CARPET I �r; =o w 166 ----I ----- �� Z-------------- ------ R&S -- ------ `� R&S LO R&S 20 8 RM H AT 7'-4" I I 2x4 SPF W/ w/ DTT2Z FO ERTILE I I I 8'-3" co 64 6. 8 9'-6" CLG. _ O 11' 0'I 3068 K I ► S3 j I I I BUILDER TO PROVIDE - I I, D.W. I InWH. CD APPLIANCE G.T. II I PROTECTION WHEN CC r----------- --J I G REQUIRED PER FBC S3 I I D I I ENTRY 2'-6" - -� cn-' I S3 I I O I I I j 1 o z a x /� v l I I I 8'-0" CLG. K 1 11 I I TLE I S3 1 11 7 I I I 2' 2" 2' 6" t 11 20'-78 I 1 I I Io ANIRY 1 EDGE OF SLAB 2" I I I Q BEYOND WALL I I I w fnp OPT. LO= I I 5-SH DRYER VENT I 10 0 16" DEEP THRU WALL 2 CAR GARAGE o ON 8'-0" CLG. I I 1 6" .F.F. - - - - - - I I I 4'-8" 20'-78 I I TYP @ GARAGE - { I I I I OPENING I I I K (0I I I S4 '-0" L I t 286 TIE 2 68 IL I - - - - - - - - - - - A 33 TYP @ 1 STORY 46-0" 54'-0" I S3 TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) 0 cD 50 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38� 18�X37� S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 18JX624 S.H. 16 20 X 72 18 j X 71 j S.H. 11-12 271/4X26 26X25' S.H. 11-13 271/4X38j 26x37 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 381 52 J X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 318" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 G SEE SN SHEET OH 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 +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 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV g 1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4'=1 r-0" (GARAGE / LIVING) r. ttPE�o��i ^��J+��;t�l3il3tt eF � N a '^s • ;0. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q c 8$ N o 0 Lo v w D'#�� - tom/) J * iIi fn r "O LL LL mccoo w a vi m LL ii a EL Z Z O - @cv oWul lri 2 Fe N m COO Z ILo 6 ❑ r_n co Z N U J Z U ❑❑❑ W CD M z o g z N z o J tfi N M Z a 0 +, t'B C) � [` U 0 Ln �N W ~ UID LU F- - E 6;.. L z m o MZZZ �w M p ¢ c e oo a E o <_ Ze 00 C �o x o¢ o< z N L ¢o a azu� �J 0 �Z . Y U W m0 tt O 2 J W <W z u7 N a . � ooil z z go a JIM < o� xF o _� (� v -0°3 a� c 0 ` >M J L 1° 00 > 0 00-•. Q CL C o (O F_ m a) _ r N O _ T- 00 Colo)N r N o r 6i Z Z E Q E •' a3 CU c a U Q 0 JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND 0 N O M KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w CC MEDICINE o CABINET o0 Cr MH U ; U j 0 - CV - MM MCM HOOD 0 C0 0 CV O f'7 0 0 RANGE 0 0 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER rt �- - r N FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL � o `n o O M SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS ro: DOUBLE RODS z rZ w 0- = 00 o r CDC7 ^ 00 - UL0 co SINGLE ROD CLOSETS/LAUNDRY MIRROR � i OWNER'S BATHROOM K INTERIOR ELEVATIONS wmav a . CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP " 30 H BASE 0 00 LL � a CO O 2x r 'S' 00 FRAMING T �r) 1 /2" GYP �? BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - rbN o 0 T co T 1 N N (V FIN. FLR., J III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_I �Fi9�,'t11�f0,t L��i N r pm� O ' F E S ..I �` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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. U) W Q ,o o W U N N# O J C Go VQ fynCrp LJiLMMLU drrx (p LL LL aL z 0 z- C O iL W '-r9 m 2mC113 jNQm Z IL mo aa eo Nz� Nch z °UJnn� ❑ilo W v M 2 Z N ch O 00 z m z o J Q- ifj N N M z -1 � - 4-1 LLr U O G ��Y �� LLr g A U> U wm J E 8 •,,.. �t _ U o U) ° c AM— C:) C w Cl)z3 oy Z Z � �. 0 z z oa cu Uno X U o¢ 00 s< O E o� N ~ 'p <=wZ O Q 1z W • ,.Q..i rQ U) C C O Z y O i m O O � Z � - J y W7m Q W �z a z°� U ap az �k et za a o a C'7 J m L f0 00 > Q I-- ca _ r 0 (N LID tID L • >+ _N (M --- Yi , r 2 00 00 M N r— m w N o Z E Q m d E U Q p� JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _- ------ 1" x 9" SMOOTH --- 2„�MEIFD ------ ---------------------- - I M1711FF-11❑ Ll' ❑ HTEXTURED EAD/BAND 1 771�a00000I I j 4' RIDGE VENT 12 5� �12 12 `J HEEL T.O.M. --------HDRHGT ------- III 5 -------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.)- I a 2" x 4" SMOOTH TEXTURED SILL/BAND I ------------------------------ ----- F.FL. FRONT ELEVATION - B1 SCALE: 1 /4"= V-0" 18' RIDGE VENT 0 bo PRE -ENGINEER TRUSS rn w n moW / a :•�; FI FLR. Y" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS �_d T.O.M 1'-0" 2'-0" TEXTURED lo TEXTURED CEMENTITIOUS q CEMENTITIOUS co FIN. ON C.M.U. bo FINISH ON C.M.U. co (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------------------- - ----- --- -- .FLU LEFT ELEVATION - B1 : 1 /4"=11-011 REFER TO FRAMING PLAN FOR BEAM SIZE 2"x4" TYP. �— 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR 1 2 PLAN FOR POST SIZE 2 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP (2) 2"X6" TYP —SEE FOUNDATION PLANS FOR FOOTER SIZE 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. ®`C�i111�9E SSa _E o lzr D E S`% P r®,t1/ N 1 ill i 0W\ 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F OD 00 of r- o U N O .4 O N ® J a) W •5 � Q1 N J 7k N W v� -a u. LL a Q 13Z ejMM J " I,Z ° °d m c�-S90 6 W 0 0 M Co N CO m m m ¢tea LLW us Z co 6 °� N O a ti M Z U 0 J N Q V M N th O 00 Z CD Z � d J - d V ! N `Z� M �✓ 0 4-1 u- w m � m U O^ t! ! �NU) W O Ly N X U a w J !- - E z 8 xl1 U 0 w C Q t 14 CD W M M o Z Q E u E W O Z o Z EN Ou W <� oa oE X O °0¢ "=0< O °w C"fu wo a ao r� U) C Z U mo Z L Z- O J " al 0, 2z v> Z az Q o02 � W U � ao TO r-k c� �2 C:) O w Z. a o c ,O > M J ci rn m f0 0 nL1 W \ 00 O CL m co O N o r = 00 00 N ai N o E m Z E E (D N � Z i`p a.0 E J Q J JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ___1_1 12 5 F/ 3 TAB SHINGLES. ROOF _ INSTALLED AS PER MANUF. SPECIFICATIONS 18' RIDGE VENT OFFRIDGE VENT�,4' OFFRIDGE T 16'-7" � 6'-0 ---------- T.O.M. 7P41'-0" ------- HDRI o 00 cD co ----------------------------------- F.FL. REAR ELEVATION - B1. 4' RIDGE VENT 12 12 (% T.O.M. — HDR HGT. 1'-0" TEXTURED 2'-0" 01 o CEMENTITIOUS TEXTURED 9 _ FINISH ON C.M.U. iio CEMENTITIOUS co (TYP.) FINISH ON C.M.U. (TYP.) F.FL.- — — — — — — — — — --------------------------------------------------------------------------------------- RIGHT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portiand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. <O �J� �• OF;�Io ES 1 /egp�(tijlr3Z 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 W EE co p°�po 8 N N it O A J N " fA rn�; 9,J-i N � LL a � w Q UJ �mM w UJ roLLiL a a J -o — Z O m c M O Of f y= M M tWll Z IL o o_ 00 0 rnIL N m Z U 0 z J °U ❑❑❑ W z N o g co Z ¢N � O Q Q i J d N n N z C 0 11 4 w � 0wo �.. all U � — J E — g oI xi Zw ai rn to, N 44 Oco w Z M Zo 7d LJL Q E zo oo g }R Z� Z® COO U O E 0 a0 O a= Z O t ao ¢o wz wg rp C z Y U m O '0 LL z ZN� u� J N a' lolog Qw �z z az N U)3 az =3 o O w� >O a d' z < O C � i �M hi o� m L f6 00 O CL C o F_ �^I `` mcc W 2 O N J T .T 1 OO M 04 12 iti Y N o E T E Q N 0 Z cc g a E U ° Q co c JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1z" CAP CAP 2° 2" *NOTE: iv 1" 1" RADIUS C0 N FOAM TO BE USED ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS (.0REQUIRED BY = COMMUNITY �� - 3/4" N RADIUS 4 oo - SPECS. IF NOT, MI7 N 1" 2" OPENING VARIES 212 DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF "N v OPENING VARIES q 21„ VARIES 2 1 r, V-4" 1 rr M 7 12 VARIES iv 1,r 1,_Or, 1rr SIN 1 1/2" RADIUS T- 41" 2" 4" � � T '�'�` 2 1/2" RADIUS 34 , Orr LO r MIS _ N Mld CO � MIS 'o C'7 VARIES 1z' 32 11" 32 N r ,,, 1rr 1° 1" 1" BASE • BASE SIN 3" T & all 2 2 �" ° `" g 0 N Ul 12 *NOTE: VARIES 8" 2 z �' Q FOAM TO BE USED io `- • �, ONLYWHEN p A �e O 3 REQUIRED BY D 1r 6,r to ?,cif , R()FESc�i COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2"�N 1" 1'-4" DETAIL TO BE 3 )f, T, 2rr 2" BUILT W/ STUCCO. 2a" • EDGE OF 1 OPENING • 1 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, O the structural plans and specifications contained within these �y drawings comply with the 2017 Florida Building Code - v i 10" Residential 6th Edition. Engineers signature and seal is only for rJ the structural engineering portions of the drawing pages bearing 10" 6" Engineers signature and seal. 21r, _ iv rid 4 W p (p �00 Q 8 ` N # ON p J > r 1Vr N 4t Co tr. � y } co M M rl W W Q W N J 7 4L J W J Z O z co- _ a IN ria O^O M "j N C O W H L4— W_ W = W � �' J o a 0 4rr 6" cA fn W o 2 N rn 2" tY Pit- 2 N 2" Q Q rM Z N M Z U J / > > Z o ❑❑❑ CV W 1-1/2" THICK 31" 0 icy 211, Z o 4 � z Q v -1a 2'-4" 1'-101, d c *- 1 1 7„ 4" a � 5z 1 5 52' _ 4 N �p Q) 0 o �. 51,r 1 -4" 3"Cz a O ? ' m 0 1 lT a" 1" 12" VARIES VARIES 0 c N N ~ � O a % LU W _ 22 �— J E 8 v > wig VARIES VARIES IZ ti c 4" 3 32' Q4' M N Z _________ 3.. 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 g W Z N N i iv �1 �a �, OPTIONAL OPTIONAL a 0 Z E U �> °r cu 0 uo CV 00 I _ ^ CV (V ~ o a 10, a Ecfl i Rs,. Q 2 44 co R¢�r„ 713- 101,¢4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" q' rOq o0 c2N O NSTALL OVER STONE, TYP.o1z`� oW go• FIN. TO HAVE TRADITIONAL a Z VARI�j �FOAM/ EPS MATERIAL IS��LOOK &SMOOTH FINISH •••ACCEPTED g w= ;0 f LZ co aONOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1"oSMOOTH FINISH 14 1-64 42 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 54">(aS 3'-8" 7" im 1'-4" 101, o N W i i OO to 0 oo N �` T ej J N O N ti 1" _ = N 1" a _ C14 C) T O N Rs� Lo N :� N i__ M 00 04 04 v W 0) h T 0 m ,> N o 0 00 O • m T rri Z ih c� r Z E Q m m E ui c a U _j Q p i N 1" R'o" r 11rr JOB NO: 20-4940 1" 2 SCALE : AS NOTED N o J SHEET NO. GENERAL NOTES: F N • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 Y p m • ACRYLIC SAND FINISH v C" -IR E m c N s 00 cn cn N m to L N 00 0 0 C" I 0 i L O� 3 a 0 0 G. E d E s 0 a i fu LZ In U 0 U i 0 i n. 0 0 v 0 N I.� 0 0 14 0 5 a 0 cV N \ r\ v 0 0 0 X m 0 rn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqT DUPLEX OUTLET ABOVE COUNTER PwP 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 P4. FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P9 PUSH BUTTON SWITCH (OPTIONAL) �D 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) Tq TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT �N ELECTRIC METER LI_ ELECTRIC PANEL -t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER #14 copper to lights & outlets t 200 #12 copper to 20 amp ckts 00 AMP #10-2 copperto WH #10-3 copper to Dryer METER II n U 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" 0 N 0 N rn CV 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 beating Engineer's signature and seal. H W � Q Co v ' U CC,, O 00 pppp N N 41 I' V C •O.+ f CN QC N <p J a0 W J it N m �� otiJa W Q Oj -] I @LLLL rn W LU a a X Zoo Ica mo o as Z ILWr) i to Cl)Z U 0 C"! J Z ❑EJ❑ W M z � M 0 0 zCON Q N M z �Q) Q) Ut' a LL ,,, p U O w o t✓'1 c N = rn (6 r— U) v UJ — 8 U 0 N U) v Q N O • ®0 o o' CO ¢ o Z a � LL' E ao w� Q� �® E ~< Z. wt o o¢ SOU < Z0 O E ON L dp QZ Q� aZ �Z z m o Y U Nm C Z ) 3 C')SEE Qz o v a. a Z a w o aZ ;o CID �t 05 a 8 3 O c � ` >M J ai � � ^L1 W 00 i C) _O C U ti 1 I\ O N Ln J N a)Lf 00 M N T ai � � n E r N o z E Q N �' c cc d E U J Q J JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off - Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 1999 1919 274 960 69 480 0 606.0 330.0 276.0 (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-B1 SCALE: %4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. w,o.e ',g0 w/v r t s• tJ p4 �Ca N CIT f r t.L gp 3 j ¢ ��i�':�t4 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. PA F � E O N 0 Co CO SEEELM ANqi.i N N m Wry N -O LL J ik W iA U) r LL J p- L- i eJ M M @ LL LL U W LU a a X Z 6 c 0 0 w N N co 7M 0:m OJ J 0 d Mill Z N M Z U cn V8 00 J Z ❑�❑ W v M � O O O p a CL -- N M , M1� V O tL 0 - W N 0 Lu $ Ln C4 Ln Cn wa r— 4J L.0 � s — E C rn 0 Q 10 N 0 O co w M ¢ zo Z z U- ctf Zij - g TN ZB Q ® E U ¢z ° ira 00 U Oq AV O E°d O � 0 z U Z � ro C%� z y U o O Z Qi J Nm °� Q W �z CA 3 a� °9 �o az �W oLL z �3 T O Mj a00 it ZIw a U C O cy) �1 0I L6 0 > O CL C C.0 1_ CO O N 0 r L0 (.Ci �+ N J � r Ln r T 00 (C)eo) � r .. ca w N o z E 0 a. E :3 0 -j Q o c JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 5 c c v 2'-6$' 6'-0" H.B.+ _ =11 T-20" 2' -4" A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ' - ■ ■ ■ ■ I ■ ■ 17'-27' 2'_g 2. g-11a.II II: C° I ip I\\ \ \ II II•' � � III 01011 :in b I M�'� HVAC CHASE \ \ \ \ \ `2 1L rJ 1.II: - : '.'.' - N \ `' pi _ ZD BASED ON \ \ I II 10'-10$" M LOCATION � CJ \ \ r� HU — CJ NCJ — CJ ' co 2'-6"x2-6"x1'-O" W/ (3) #6S E.W. 17'-5$" 1 36'-61" I I TYP @ 1 :: ::: :.` : `moo STORY U.N.O. ■ : _ _ p' 0^ l I 00 A -G r ... — — M I I : '. '. '. '. '. '. '. '. '...::::::::::::::::: :::::::::: ::::::::::::::::::: l::::: I ...............: ■ S37 I 3-1/2" MIN 3000 PSI CONC. SLAB FOR :■ TOP OF CONC./ PAVER TO BE4" T-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. r — — 3-1/2" MIN 2500 PSI CONC SLAB OV R 6 T-1s" 4'-8" PROVIDE %z' x 9" 2-6"x2-6'x1-0 �' L i 3-3 1/2" ( MIL VISQUEEN VAPOR BARRIER I RECESS FOR FRT. DOOR FRT. W/ (3) #5'S E. 3 1/2"SLR S cv ZID 0 io in �II --_- II -I - -III -IIIIII —�W- i qS ■ CJ I D.W. III IIIIIrII IIIIL — — N �---L — ---,�IIIIPI I �N -II ::' ::• ■: IIII .H—.�� j K CC S3C II( S3 STEPS AS REQUIRED PROVIDE 1 �" RECESS I � 1 I 1IL-J0 I o f o;cx� ii�� FIELD FOR SGD. REFER TO MASON'S SLOPE FOR T-421" T-12' wPER ih CONDITIONS WIDTH 1ALo 4'-0" II = 20-6 C- I I'• OF SLAB 2" #5 VERTICAL vuj x NEDGE BEYOND WALL BARS M I KITCHEN ISLAND LOW WALLS S3 BUILDER TO PROVIDE I J 11 CHASE TO ) I I ISLAND APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC ■. ATES - - INDICATES FILLED CELL w/ 300o PSI _ - - - - -I- - - - 0 LO - - in A I CONC. GROUT FROM FT. TO BEAM -1-CJ ; ; I -1-CJ I 60 T _ S3 W/ (1) #5 REBAR VERT ABOVE SLAB r N TYP @ ALL PLACES SHOWN zo I in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 -�.--.-.-.--.- ' -- -- - -_ -- - t� ; -3 1/2" SLOPE STEEL" I &T. 0 I OPT. D I #5 I 20'-10 � . is � - - - - � • ' 4'-71.. 16 { I (2) VERTICAL BARS N I ^ -----------�— --------J --- ------I— -----� - O ■......... ................ ...... .. ... ■ N ■ ■ T-8" L T-5$' L 2-_6j" A TYP @ 1 STORY S3 U.N.O. 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. - 5'-2$" I H.B. I1 T-1 4'-10" 2'-0" V-2" FOUNDATION PLAN MONO - ELEV-B1 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 J, —� —� w w cn CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .v:, -#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" a' yk1U1Hi111jt r rIf �`-.D - f tU <. ;r i �;'�•••F of �i �t6t�49`kai To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a E co ° N c0 ap O O UU N �k 0 ,p J 'j�;O1 N qi J W r —0 - J d LL i M M W N m u u- a s Z 0 Z N C 0 0 0 76 q m N O m J W rn T . -4 o _' M ° o N N M Z U 0 J a U ❑❑❑ W z Cl) o g z z o a J a N M z � CD o w U 0 �V) w ~ U LLi J f— _ U o c U)co Q 0 �0 N o ww C") z o LL- E QO Q N O_ U E o �e — K O a¢ 0 O Q U E o � o as ¢ «< a z � J W. L V) C o or U 10 z1 J m ¢" < W Zz to o§ Z 5z SEEN Q W LL a N W oz Jz � a� v 5 °3 0 N >M ui rn m m � ^L W 00 Q > 0 C Cfl m cc �i O N O V) J, N T'- �(7 T � T' i. OO M N T' ui f3� � E T N Z CU Z E E O d E U Q 0 c JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 6 IV1111 1 1 1 ni 71117.i Ii ;:., , r ,1411 r., N ri I u I I�T (2) M In A U U U _71.6 ' Q O —_� Q —e— ; / _ _ CJ ,�✓, CJ3 �r CJ5 N ¢ o c O a Q Q r c T a a a Q All I a M ¢ .... � Q M M .. . LL1 . W m m m m m m m I I ". SIM GE1 _ FG1 18 D1 EJ7 I �2) 2x12 #2 SYP WD. BM. w/ LITCH PLATE. BOTT. OF BI SIMPSON HU410 w/ (18) TITEN EJ7 1/4" x 2 3/4" & (10) 1Od NAILS EJ7 I EJ7 EJ7 EJ7 CJ5 I CJ3 y✓,> CJ 1 II I) I II is EJ7 EJ7 EJ7 111 EJ7 �( (2) X EJ7V EJ7VA EJ7VA C7 �_ ¢ (2) X13 EJ7VA CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V I EJ7V "I I EJ7V EJ7V ��A� M r.C) U U U (2) A TYP A w cv r U U U (2) A 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 TYP. BM INTERSECTIONS. SPLICING TO CO. TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK CORNER FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1 1020 1160 9 - 1 Od x 1 1 /2"& 8-1 Old H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-112 HTT4 4215 5/8" ANCH. /(18)1Od x1-112 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 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 3 112" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Od NAILSAND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od 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 / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S 1 S5 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) 1 O (A) FX CONT LEDGER tOD h W 0 M ; 0 & ul r_ 0Fill III I4-1 LU un V CD EIll all 00 7/16" OSB A. @ 6'-8" NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O, SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM_ SCALE: 3/4" = 1'-0" 0 Tz 1 Q W U) 0 0 J d J J ILL a SEE SHEET D-1 FOR ROOF FRAMING DETAILS STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" i• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .0 afe vertical load Safe horizontal load `_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MEMO 01 0 in so 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID y�1• - (Y CV Q w `- U #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. in Mo I no On 0 IN 00 in EMIR TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ¢ w B/1T f- Q J 6F16- 00 N Z tNOMINALL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cT-f precastTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR .(1)RE TTOP ALTERNATE POWERS MIN. (1) REO'D a a -11Z. CLEAR O STEEL LINTEL a e 4 .M.U. #5 REBAR AT TOP a' n MIN. (1) REO'D r 1 4 1-1/2" CLEAR a n a 4 GROUT - D e n D 5 REBAR AT n ¢� = 0 W o 4 Q c O BOTTOM OF ? W W O y LINTEL CAVITY U � U, \ n -BOTTOM O U O Z "\ U REINFORCING ¢ ¢ C7 J 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL W f' d 0 D D VOMINAL WIDTH (VARIES) in m Cr 0. Q Q o 0 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" �ga13g� 5:13l�1lt �a 10 vv 0 Ea_ .,daa To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q m Co � p � U O N N(pi t � Cf U 0 LLJ I� rn mJ -J a. '0 04 N LL LL o QjM M CL ' y J. r Z$ Z O m J m Co W W O 2N Q (0J in 6Z ¢ a Z LL 0 N C7 Z 1- 0 U -1 Z N M O O z o Q J � N M Z v Q) 0 U_ LL w .6 m y� IL '�• V 0, �tn o � U c aimw ~ J OEO �C U 7 el z_ link U) N N m 4 m c w M M w¢2 ZO S z J 1 a. E O Z. W O Z g }N Za Z® Oa I- 'i 0.0 X O ¢ 0 O 0 K Q O cV I- a H W Z o Q 0 W Z W L ra Cn C _ C o Z . 0 m O O Z Z' to J m < aw Z ZO i O ¢ U a w LL o w ;o O V za a= o03 0 `� 2 M J L f° > 00 ' ^ O 2 O H m � _ � O N O T 00 C0110) N r 04 o E r Z Z E O E a cca U ¢ 0 J JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZINGIN ANY PART OF A BUILDING WALL N G ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM 0 OM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF A FLOOR P DRAWINGS ARE TO BE SIGNED AND SEALED BY A AND 00 TRUSS SHOP FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9, SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0, ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3, 4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ 1 GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) AC1530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: CWAN CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318,1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rink{er systems including all risers and p not e installedwlthl 1-0 of the building side wall. spray heads shallo b n u g 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R Il8.1.5 C ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sol 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 1'4' of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. i ".t0,,111111lift F! rno c� e L,i°. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W oo ppp co U V ® 0 0 co ni� ILL .3 O� y J # N rf, W rnF- -_0LL� a. Q Z ejMM W W J LL LL 3 Z a 0I o F�m m cc N (D m O 0 2 O' Z LLW LL Cl) pj _j ❑ 00 o N coZ U Z ❑❑❑ W cD mo Z, CO N CJ O 0 0 z N z � � .Q v J E3 trI - N z u- 4-r fa o 0 N �un w c LU e U =O y c U) Q 0 ®� N �� o w M o Z zi Q E o E zo oo �S zo <� za o� ca ~ �S 00 c. O s= N @ L az �oZ G 1z w� =3 ro U) ° 0, U m� 0 0- Z Z J n Qz �z Cn Cn a" Z Q o� � � ao 0. C) ao oLL 1- r3 o wu � ° c9 _� a ° c � g T .L ` >c) ,J ui rn m � \W / 00 > r �1 O s O N (� J T T i OO � 1"' � N o m T w Z Z c E E c a O U Q ❑ -r JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. SN I T- e ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 900 HOOK BOND BEAM RIDGE LINE F F �, ' W 00 SIMPSON MGT F=--777 w/ (22)10d —� NAILS TY `-GIRDER TRUSS W 90° _,ID J [STD. CONT. #5 I �I I I I� I UUN 1. 40 HOOK BAR [A I Ut' VLA I t BAR #5 CONT. THRU FROM BOLT 15/32" CDX FOUNDATION -----'- PLYWOOD OR TO HIGHEST 7/16" OSB BOND BEAM 2 X B.U.0 BOND BEAM STEP RIDGE LINE 140 MPH (uit) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE SCALE: N.T.S. SIMPSON MGTw/ (22)10d 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 2nd FLOOR NAILS TYP. + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL SIMPSON MGT TO S I M PSO N H ETA20 / H ETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR INSTALLATION M I D SPAN 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL @ " FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED CONNECTION TJI TO BE CUT TO ALLOW NOTE FOR BLOCKING/fJl NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. UPLIFT VALUE 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 MASONRY WALL OR IS BASED ON OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. ' INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ` •- Solid block all posts from # OF 2nd FLOOR 41/1), LOCATION OF above to bearin below. STUDSg SECOND H10A SECTION @ INT. BRG. WALL - (WHEN DOUBLE JOIST CONSTRUCTION , I + : ! S 1 1 Q I nA)/ 18 10dREQUIRED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + 0" (TYP.) 6'-0" + 6'-0" + + + + + + + + +4 + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + +++ + + + + + + + + + + + + + + + ++ + + + + + ++ + + ++ ++++ + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber (Not required if both loaded equally from above) N.T.S. ' : w ( ) x NAILS Filler blocking 1/8" min. ) Small gap 2" min. UPLIFT = 1015# 4" max. 1/8" gap o i 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to 7-7 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 2x4lPlywood/OSB web stiffener 2" min. ) g 2x m CONTRACTOR TO PROVIDE Zx TO FILL THE HEIGHT at 12" o c clinched when ssible Sta or rows from o osite required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series I Depth 1 End Intermediate 0 BCI 5000s R 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 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 1 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O n 6 OF FASTENERS 6 6 6 0 6 o 6 666 O d 6 6 6 6 d 6 6 d � ma a ago po gg PP - Hangers with side nailing. 6 6 6 6 OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 6 d top flange of joist. o DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w! loads N.T.S. higher than 15001b. o BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plfmax. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : -for vertical load transfer Plumbing when load bearing - for lateral support when joists H ETAL20 INSTALLATION / HTS INSTALLATION Load bearing walls Vertical load transfer =1900 plf max along load bearing wall, meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below over squash=20 blocks and Load bearing wall must stack over * Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional � Joist consideration. Check local building When joists meet over wail, provide code for appropriate g upI-Jto can avoid offset PLUMBING LINE 1/16" 1 3/4"minimum bearin for each. details in One 10d box up ti al l avoid vertical plumbing 2 #5's x 4'-0" areas=20 of high or=20 sinkerE TOP ( lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 10'-0" at bearing. A/C CHASE 4" PVC PENETRATION TANK -LESS w/H JOISTS OFFSET N.T.S. SLEEVE THRU STEM d ° ° d WALL a 3 / Provide adequate bearing " _III-1 l I III —III— a • a': ° I I IS —I CORNER OF for each lapped joist. Use 10dx3" nails at 6 o.c. for all joist <, i ,_— ,—I =11 4. d I_ blocking panel *Non -stacking walls -tom I HOME H C G �. —10d nails require additional consideration. — ' — — — --1[: �o I I �- • —I 1-11 GARAGE SIDE 000 Squash block (2x4minimum) SECTION @ INT. BRG. WALL T=1 W �i —IFINI GRADE i—ITf=— — — — — 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR 1'-0" o 0� Glulam Beam GAS METERO o r = NO HOLES (EXCEPT SEE FND. PLN. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) �I I I=1 �T=i j= -III - SIZE &REINF. IN BEARING ZONES D DIMENSION OF LARGEST HOLE Nail with 10- 10d nails. - Install tight to top flange. SLEEVE THRU STEM •-1 12" BELOW (see table below) (KNOCKOUT EXEMPTS) D GRADE PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) °• • . • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR . a. e. • ° Pnl Inlnerinnl lnlFn . d • RUUUH-IN ELEC I RI(; TO LEFT (ALWAYS) - 12" OFF -CENTER C; A (� N N F T I C1 N I7 T A i l or drill flanges I STEM FOUNDATION r- PVC OR SCH40 SLEEVE Cfl ❑ CO RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Any 16 jQist-_._, 12 V-0" 1'1" l'-2" 1'-2„ 1,_3,, 1'-9" 2'-4" 2'-11" T-7" 4'-2„ 4,_9„ 6,�„ i =III � • a a _ � ( �° ® _ Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 1 64" 7'-2" ' SEE FND. PLN. 20 V-0" 1'-1" 1'-2" V-2" 2'-0" T-0" 4'-0" 4'_10" 5'41„ „ (2) #5 REBAR SIZE & REINF. KBacker Block A/C CHASE 4 PVC 24 1'-0" 1'-1" 1'-2" 1'-3" 2°-5" 3'-7" 4� 9„ 5'-10,, 7,-2„ 8,-0„ 9'-6„ 1p'-9" "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as TOP x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENETERED @PIPE A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. requirements a ° ° °°. c 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7 SCALE: N.T.S. 0.6 X Joist THE LARGEST HOLE. o � ,_ 4 , 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. p �depih - I�7 j-7-�� i= a a' a = l j j jTIT 'I v d •° 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS ° PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. ' f O N O N rn N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Am Awift h 6 d' 0D N # 9) O R N J 0 in � C7�� g — � W � - a QN M MALL LLr W N dd� -rowZO Z,' m c v smo .. N e � O 0= 1- WOO m 0 ] J W �°�°' o z d00 N M Z °U V J ❑❑❑ W N (7 S d N N z v o 4-1t t� r,, M o a � O U o N C) W J pE L �? 1 U U) ¢ 0 ®0 N w M M N¢ 2 z Q U- C 8° zo g >o z� a na Co !� Cl O ,< 0 �U OQ N L ao ¢o W� =3 U3 �- =Q zY U y m0 �o O� Z _ J m Q W zw ACLn0o¢w ¢o az C7 wF �O z� I4TU pF C O > M J ci 00 �> Q - O C .2 CO m � N r O IUD r = 00 coyo) cl--4 r- w N 6 M z � E O c a U ° ¢ o JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. SN 1 I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ $'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _ SLAB & BLOCK 5!$ x 10 J' BOLT 24 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE "' 2 #5 CONT. ON 3" @ O.C. W/ N � 2"°x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 r r" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° ° o A.F.F.I-F O.C.) 211 WWF R FIBERMESH ATTACHMENTS � /2rl WWF OR FIBERMESH 1.4 (2) LAYERS OR #S TYPE I OR TYPE II - - _ _ .. " ° o _ _ - - o ° C7 31/2"MIN. 31/2" MIN. ( 30) UNDERLAYMENT T- p I _ - r T a ° ° ° 4 a ELEV. -0'-31/2" z -- FOR ROOF PITCH 4:12 OR LESS. I I o • " ° ° ° A.F.F. O ° ° FOR UNDERLAYMENT 11=� I I— I i I� Q ° ° ° ° a REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �I I, �I I I 111= ° _ ° ° °4 2x4 CONT. ° ° , r- ) „ ) r ° ° ° a a ° : - 31/2'(min. -4 ° - T 1/2 (min. -4 --- --- -II— I �— II II 1 1_ TRUSS @ 24" O.C. U.N.O. � _ T ° ° ° o = � ° -I -� I I — � .,-�— _ " p �.- "/ — — — — 12 —I I 1 1 I � I I —III- � c I (a ° � ° ° CV � -rt rrr n P • . � u n _ HURRICANE ANCHOR @EACH z I— —I I - I I I=T�` ° ° ° a 31/2"(min. - 4_ - I -I 3 1/2 (min.) - 4 111=� - =1I -Tf I I GARAGE DEPTH VARIES ° - II. (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g ° - I jT�rj[ j�f� �� _ T� -1 I 1=1 I I �T ''I'I-�'r""'T TTT— u � � n METAL PL. UNDER EA. TRUSS �[-(- MOISTURE BARRIER (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. 4 �-4 8 INSUL ION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN,U.N.O. MIN. 7/16"o.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc_"� TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION _ "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SN1 SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 S3 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. CPS STRENGTH CEILING ALUMINUM DRIP co�t�N010 ,� BOARD PER CODE (OR 5/8" EDGE �Eos�c�a GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Ycs t W/A HABITABLE ROOM \2'N.o.2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 1 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" 0/C 1a M�NN�o S SCREWS @ 7" O.C. SHEET 2x STUD \ N-c 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY () @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' \ FOR WALL HGT. <_ 8'-6". (2) ROWS 8,x8"X16" KNOCK -OUT NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR ADDITIONAL INFORMATION WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE PLAN SEE CC/S3 OR d; LAYERS W/TOTAL THICKNESS 7!8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" (10) 10d NAILS PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 518"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GGlS3) 5/8' x 6 EPDXY BOLT OR SIMPSON SP1 w! (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) SIMPSON SP1 6 1/4"x31l4" TAPCONS J () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR * SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH My 2x P.T. PLATE ARCHITECTURAL �'P c PER MFR INSTRUCTIONS o o ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR w 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE _ - b. " ° . " " GRADE 40 MIN. Fy= 40ksi ° - N ° D z_ #3 & #4 LAP SPLICE GO 1 FINISH GRADE O0 g [GRADE 60 MIN. Fy= 60ksi] GO p r - (1) #5 VERT. IN FILL MONO OR STEMWALL z cM — — p D" 25" MIN. LAP 30" MIN. LAP] 1/2" GYPSUM WALLBOARD ° I �I I [ g �--��- - • ° • - -�T CELLS (SEE FOOTING MONO SHOWN ° o _ W U.N.O. o p °o - oo w FOUNDATION PLAN FOR CLARITY D _ _ _ °O 6 MIL VAPOR BARRIER - ° I i __ I ° R 1 7/8' FOR LOCATIONS ° #5 REINFORCING BAR p o o ° I—I1I—III—III—III—III—I — _ �, Z T — 1x4 P.T. BASE NAILER ° — — — _ z - 5 - _ — _ III —III —III —III— ,1 �I , , I �T, - 4"x4" INSPECTION � o ° —_ —_ — —_ —_ —_ — I I • _—_III i I—fi—m. HAIR I I' T � #5 LAP SPLICE (2) # CONT NOTE: ° o o I III III —I � I III I C I I I I � — ON s° C s 31/4 BASEBOARD PORT AT EACH g III=III=III=III=III=III= N I P I 36"MIN. LAP [36"MIN. LAP] $„ V-4" 8„ FILLED CELL TYPICAL *FOR BEARING WALL =III=III=I (=III=III COMP. OMMODIFI. (COMPACTEDD PROCTOR ASTTED OM 1 I I= I =_I— - 10" (TYP.) MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - - co AT GARAGE CONTRACTOR III= = =III= 1=1 1=1 11= = = = = =III= I 1=1 I =III D1557) II �',i,-1�1 I Irrr I,'!'� MIN PSI MAY VARY PER co =1 I-III—I=1—=I=I—I I—III-III-III-III=1 I=III-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC10K MUNICIPALITY. TO CUT BLOCK OR POUR "-I i-III-III_-III-III- - =III=III III= CURB DUE TO SLOPE —I—I I—i #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH' SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. N ' °p - Z_ I' VARIES C1, _ _ _ ° 4 I �NM 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° _ 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 6 MIL OER u ; C 'r 4 I I min. 4" AT 24" O.C. MAX. FOR TRUSS a 10d NAILS TO TRUSS TOP CHORD COMP. SOIL. - • • - T oo -a - - - a •v GRADE v _ • " -� - - - - - - - - - - - SEE PLAN FOR CONNECTION INFO - - - (COMPACTED TO 95% - ( - I=� I - - _ _ _ - - TTT 1� TOP OF BEAM &LAYOUT DESIGN - o MODIFIED PROCTOR -"'- i - _ _ _ _ _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN - _-° a: ° a A ASTM D1557 �� - I - _-S��tENr�NCLOSURE (2) HTS20 FOR STRUCTURAL R. - _ BEAM SIZE & r I �' a �r (2) #5 REBAR CONT. V-4" 1 STORY 4� I II � - I _ ON 3" CHAIRS TYP. ( ) STD. 90 Fi00K (SEE CONNECTION INFO U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN' 2x4 P.T. I I 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION a PLATE _ 8 A TYPICAL THICKENED SLAB EDGE L g w I MIN CH O.S.B.SHEATHING SEEA/S3/J/S6 o.s.e. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 _ w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP P.T. 2x > � SLAB INFORMATION. 2r, 1 2" ROMOLD PSLAB LU ABU66 SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5%" - CONT. BEAD SEALANT S3 DEEP AND 6" BEYOND �0 -, SCALE: 3/4"=1-0 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • .: " a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM, PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,' • • SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" ° " 31/2 COLUMN TO PORCH SILLASONRY WALL AND CONCRETE SLAB 14" 13" °` GARAGE O.C.0CPAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESS _ ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS M W/ DRYWALL SCREWS 8"o.C. EMBEDMENT @ 12" O.C.A. TO FOUNDATION PAD •, . STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) • ••• • ' •'••'d " �•'e• • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M 'T-f(f-1Tf�Tf 1T1-�f T�i= = 1=Tff-1 • 1T Tf I , `T - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS -j . •• - - - � oo � GRADE- - a ° 4 ao a. TTr oo TENSION 120#) CONCRETE SLAB _E �., FILLED SOLID (SEE PLAN FOR - - a _ _ • -I • '• 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT c7 °• �=III=III=III=1 4 _ _ ) w •, ":•' - WWF OR FIBERMESH Z w=III-I °° _ , . `" 16- p w Uj cn o=1 I_ I I=1 I I=1 z BRICK PAVERS or SLAB PER p o = -III— • • �• - z q� co6 MIL VAPOR I [- COMMUNITY SPECS - SEE A/S3 OR J/S6 _ � „ I I III= SEE AlS3 OR J/S6 I -I � =�1 I�I-�- � I=-= � w —I I Tf— - I' - 11�=�1=1 I f- =1 _ _ _ _ FOOTING -� BARRIER f I I I I I = I I I=1 I =1 I I= = III= —III_ p FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO, 3" MIN. CLEARANCE - =Ii -III- I �_ =III=III=I 1=III I I -III= 1 BEYOND • ' s _.., : • . •'.. • • PAD REINFORCEMENT ' -� I 1=1 I 1 „ 1' 4"(1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT,) 1'-4" (1 ST RY) �-t I- I �� „ : 3 MIN. CLEARANCE 1' 8" 2 STORY) „ SEE ( ) SEE SCHEDULE ( ) V-8" 2 STORY) ! y :+ SEE SCHEDULE FOOTING WIDTH ( ) 4 4 CONC. PAD INFO. • GARAGE DOOR SLAB RECESS �.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK'�� TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:314"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. tit dJl�e�� -,•,,�.�i�1fl191 _ .��4LLJ LU • ; S° To the best of the Engineers knowledge, information and belief, the structural plans and a eafiCatons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E co r- oft Q O N (p Op (0 � 4k a) I'll 55 5 U W LL y �r�� LL LLLU a too LL i� °' a te _j _ _ z OO m O W��6jO' o h U I- 04 J Q U ❑❑❑ W N M O S z CZo z C. � t��; N M z 0 X?o � ry � U 0 w o Ln N in f6 r U c F- — E M $ zl'.. _ U o N c CO �0 " o (0 � W M o3 z Q J rl Q E E wa ' �® oa H R0 O Q Uo � U 0 0 L <O ¢ -W to C13 o 0, U y m 0 o� z J j�5cn m Q W s N r o� Z z ao CL > 2� mw _ aLL W =3 O P� ifffJ v M a °3 ,o > M J 12 00 2 C:) �^ �.►, ^J J L Lim! = IW � � r Y 04 o E Z T iii O N Z d Eca U _j Q p JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. S3 (MONO) I muonm ae® iota i m c _S 00 0 +J I N i ZE 2 a s 00 0 0 J C 0 i rn a 0 N O a E fn E 0 x L a J N 0 0 U i 2 i a 0 v a� N N rn 0 0 a 0 CV 0 f 0 0 Y a N (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 W L S 1 1/2" M 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 AL I AXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN :il\VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ . + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-- ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 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 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a a d G O a o a 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 J. NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G 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 MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J a r- w \NMEM11" > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR — GARAGE DOOR ROLLER CONNECTION ASSEMBLY .`.. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a a a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ryy� 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 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 NnT TRANSFFR I OAD_ 2x6P. J-BOLT TRACK BRACKET AGE R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 1 (3) (2) (2) 1 (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: S 4 (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. DO OR { SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON 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 SON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8' BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 711 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. �- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF stB, SPLICE STAGGERED J 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (Al 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 L@B1 RUSS BOTTOM CHORD OR 2x4 TRUSS W/ 2-16d TOE NAILS EACH END w U v? a 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 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SD82.5 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 U • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 2S4) SCALE: NTS 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 / o 2X8 P.T. BOTTOM P IT I ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED - a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 J(D • 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. C4 f g ii % u� c3 IF L 41, E S S 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F Q 00 8 N (p 0^D Nk 0 - (a C J N N C U oo lL O) �i) it 0 5 J w �LLLLa a a. NMM y coLLL aaww t: 13 Jar Z O z "C� 010N 0 fi W�2pjO' t-' @ N c_o m M z IL o o N co U 0 J 00 z ❑❑❑ W V M z 0 z o J N z C1 Q) (D o LL +-+ �,U) U O In w o c Y all U W J E I = L °y —0 ° U 0 c U3 ¢000 N m �m o w co�z M �5 Z Zd - Z <& Q o E u Z® Oa OQ �� N a� ao <om� �a ww � C _ C o �m 'o oLL Zr >Z J Q z rn cn 3 ;_ 8m w0 go wW U 3p oz 3 b C a 0 t6 > (� J ai rn L cc 00 T ' O CL C 2 m I- W co = T O Lo J N rn T Ln r = OO 00 r N o c � Z E O a E c0 0 ¢ o JOB NO : 20-4940 SCALE : AS NOTED SHEET NO. S4 12 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) r' 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w! (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP CHORDAT BLOCKING FOR @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL @ 24" O.C. FOR SHEATHING I D AIL FIRST FOUR q ROWS OF 45° 24„ MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"' THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d 6" O.C. INTO 2" 6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 'IT" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION '� O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS S 2) SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16" 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 'IT" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KTw/ (4)1/4"xl 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36 O.C. SIMPSON SP2 w/ 12 10d ( ) 2x 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS} STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION K"4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 -REFER TO DETAIL J 10d x 1 12" AT EA, 2x4 OUTLOOKER ON SHEET S5 FOR _ f Q SEE STRUCTURAL OUTLOOKER F@ 24" O/C X-BRACING, AND TOP r "' M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ •. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACINGtT 1 1 2 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF : (2)16d NAILS W/ 10d NAILS @ 6" O.C. ' 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112" QUA ) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LA,') T LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 TOP PANEL - OF BLOCKING, FASTEN N WITH 2x4 BLOCKING W/ - .a 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @a 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. CJ'5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL-)6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS 12- MAX JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) MAX. S5 S5 SCALE: N.T.S. I� °II a 11. ° II L CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. '- MINIMUM (2) 16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— SCALE: N.T.S. S5 "L- BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/(3) 10d x 3" AT ta EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/(4)MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'IT" 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. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. U.1 ---- Uj 0 o O r IZ O d Q o C7 0 O CQ W o o T � o TLU C' o w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I- /-GABLE TRUSS `—CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. ✓q0'�' o CORNERJACK CD a U W z x 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 r ­j W 40r.�uyStb'���,� 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. MW 0 - 00 N `° 8 (p r00 N U CD O J O 3 ,� N J Lu 0) tri 0a LL J a LL M M QQj W rn LL LL LL LLJ a w O �$ ZC13 —vim Z �_� o60 L f0 O C3: � O W y. N m m W 02,, ¢2 a � �� o d=o N Z N Cl) z &L 0 <W U 5 Z U ❑0❑ W co co Z tp N O 'Q J � N E3 N M up) z C4 0 o �U ° 0 ,.j � � w F— J oil LU = t I Ir o y ID — 0 o w M M 0 Z Q Q E O E z� o 0 Zo f N Z® [6 —CL f 0a 00 U °� d O CV f6 L H z �Cc) 4 0 w Z w W yam-. n, C _ C ❑ z 0 Y U ym m o LL Z Q% a G W (n 4 s� Z Z0 5 d 09 w a mw ~� aR o Jz w 03 '0 a Mj CO v zla ° 3 C � T `r M J ai m N � \W / 00 M > T LL O r0 W m co T O O LO J CV rn L.0 04 ai N z � r E o z M a w 0 ¢ o JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. S5 11 T ,.—r iIi t'i at..i��ii . 4, iu:: ir:�:, rn:.11. , I i,� i_ I I T—. I_ I_ 1—I I _ _ _—ram, Tr 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2} 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED IN 16" SYP) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL L (TYP.) STD. 90' ` @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID CELDLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1A P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT BOTTOM OF BAND TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` JOIST TYPICAL APPROVAL FOR COx 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH *2',',EDGE TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN 4" FROM EACH END +2r NOTG @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ 2x8 P.T. ATTACH SECOND PLY w/ ' w/ (4)1/4xl 1/2" SDS SCREWS ..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 D ETAI L NOTCH WEB AT THE ' +5A FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FoL DCELNPR 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 am 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 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 8' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS ° BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS e d SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" SB. FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN OTH�IS POLY -CELL IN AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) 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 : ,..4 CONNECTW/8dNAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\\_2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB e INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-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 / (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ x �V�RygN TO TRUSS TOP CHORD SCALE: MIN. 4 EMBEDMENT AT 16 O.C. + (�cN C'rA1 11-011 51-01' N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN N 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 114" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED o „ EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT ° ° o.• #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0' 8° SOLID 5 12d NAILS SIMPSON () TRUSS + + SOFFIT . ,D ' 10„ e p b.° ° M CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®s o • . ° 9 H IN TOP 4 KNOCKOUT / 8d NAILS EACH TRUSS _ o .' 8d NAILS @ 8" O.C. AT BUCK CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONT. W/ (3) CONNECTOR '� ® � , d MONO FOOTING o ° •A VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY--/ SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL —T,� �' • �' �'' ' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • ' ' It _ . It ►, N ., V t r� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 HTT4 x 1 S2" 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 NAIL 1/2" NAILS TO STUDS & (1) - U S & (1d PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON L o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & \ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE \ u- w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL . . p —�—`—�T X ' w —' a A REINFORCING AS FOLLOWS: * SEALANT ° _ _ _ T — CL w a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, u ow. o ° _r P #5x6, EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. _ TI—Tff—Ti U * 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL P -(T( �(— jT�—�j_TT ¢ _ cn EXISTING FOOTING (2) #5x6 IN CONC. FILLED CELL SMOOTH. DO NO FURROW. ° .: • D III —III I N F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT n =1 1=TI lilt DRILL 3/4"x5" MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE o • D— I I- SET BAR IN EPDXY 6 MIN. LAP p ° rv, O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: `' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \"11(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. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 = 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. 1' S S 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 N �♦ 0 CO Jxt ' rnD � ti '7 LL J d LL M M CILW ej W rn @LLiL a a W0m N i1. rf0o 0 �.C,y .m J Co 7 f0 N r m a W Z LLN (1)°' J o Lr) CO Z 0 Wd U J ODD Z z o � Q J a N N Ci z v0 L rz VJ 7 w o .� U _ O w o Ly N U W J 8 I z _ � U o • 0 o J w M 0O ZZZ g U_ Q E 0 E zo w0 }N Z" Oa V SO �O UO M CL X U o< 7 0 �� o E N i az ao ao aZ w� . .4 m� o O t Z �n a ° �z Z OEM C, CL o. az aLL =� � o w� aQ >� zla a o 3 c"It ` > M J L /c > 00 � r L /Q 1 0 (/ IoV m O N LO J D7 LO r = 00 00 CY) N r a� m Z � r E O N I Z a E U _j Q p JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)- SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS YY! L-IvW�w l 11lwt YYL1..! 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT--j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ 14 SEE PLAN L. 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 A INDICATED ON SC EDULE/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 Ll PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 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 9 SCALE: NTS 0 VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONALId NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING INFO.OUTLOOKER 4" O.C. INFO 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULEif ll T TO TRUSS W/ (2) 12d TOENAILS PLATE & 2) 12d END ( MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ xx (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.xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a< HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL e' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR �. TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2x6 BLOCKING UNDER () FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTIONK�22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS q. • • n o• 'OP. .' ' 0 F L 4, ell�0 1§11 IIIIIii To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. cc cc a �E cc O8 N (0 O [q J w �42 ALu ai 4: •r (n ti -- - ...1 O. 2 LL 4j_"M S L.- N - W m '0 CW LL _' . u- Sz Q. — Z 0 Z mcv 0ofF— W 02nrn ¢�� Z LL � cc m �0 d C. IX 0 Cn Z W N a 0 J 00 ❑00 CD co zco 00 z O Q J N z (1)o 4 _ r.l_, U O N L., Ly g N U oo i z�w it U c 0 0) y 0 N � IN o 10 w o z U_ a E E O no ti. <� z� CU CJ g0 oa F _ — o o E U o< az ao 00 n O az Qo J . >_ C Y U m� o ( ) Z J m 0m Q W fN z �, Cn a ; w o� Z a z W U K� lo O =FW ~ ~ —1 can r� o �t za 0_ 03 0 d' _ a) > L f6 00 .> I� N r �1 Q = CL /c\ W m 3 T O � _00 r = 00 � r � N o cc z T E CD (aZ a 0 _j Q 0 � 30B NO: 20-4940 SCALE : AS NOTED SHEET NO. D1 3 m C N 00 O I 0 71 m In C x 00 0 0 J I N L .Q o, c 0 3 a N 0 y O S 0 c y f an 0 0 c U i U 0 a 0 U J uD LZ N 0 a 0 d N �o N rn CV R43 N C3 O 0 0 0 Y Cn N v FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER wood FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include (O.6 Cm : 30.5 Cm) TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1' BEAD of CONSTR. flashing as described in Section R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (ASSEMBLED IMNDOVJ) 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 OR EQUAL WEATHER PROOF CAULKING 2 41 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 2 WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. 2 Q RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) o approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrierA3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW ' EXTERIOR DOOR WITH DECK - SECTION A WTI a CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g, pp g pp g p entry y -�I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING ----,,or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL Q RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ��o EXTENDAMINIMUM6" RELEASE PAPER TO EXPOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish ADHESIVE AS SHOWN) g VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y 9 O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: z 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or p 4 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. 2 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE SELF -ADHERED FLASHING 1 O 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING 8UNDER DECKING SEEE FLANGE (TAILW 07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF-ADHERED DE CORNER FLASHING , • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK ' 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. �Ground� 7. At built-in gutters. M I LIIVI 111YV 1 Lf1V1 IIIYV 2 SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SELF-ADHER V-4" PER PLAN 1'-0" PER PLAN 0 G Q w a SELF -ADHERED FLASHING PATCH HERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER "MEW ii uJ uJ PLASTER STOP = W CONTINUOUS BACKER 0 ROD & SEALANT W LU = ac a IY w Lu ° A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH-J^\✓�/� PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 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. STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB � II SF LATH I� Cement Plaster ER STOP over block NUOUS BACKER ROD A 1 st floor -ANT VTITIOUS FINISH 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 O O CV rn N ti 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 2S O O U go N to 00 � N ik J Corn N N C N LL # W to Q cn yMM coLLLL U. -' a. LL W rn LU ° a rr LZ 0, Z0ZO ZJ _� m c v o p tY f m O 7 '� N toCoW M a Z in�4jO' 00 o ch Z J o o 0 Z N 00 U � ❑El❑ W CD r Z N Cl) O Q <c N z o � J a E3 U) � N z 00 LL 4-1 N I11 � m U O LU $ wa In c w v C W a E ni i = L = C) o N c ¢ 0 ° �0 N � m o J wO Cl)z E E o E zo oo >� <� Z® u H - E O o x0 a� z �o 00 oQ az ao L ru _ C z Y �m s m o Z ZF Z v aw 0) � o� o z �o a �w c) <o �ZC I� o w� w� >0 CIDa V zaT3 C � 0 i i �ce) J N f0 ^L 00 > T- �\ O Q0 nn11 m v O N �% T_ L Ln N J rn00 Ln 00 C14 N o cc Z TT E iri Z a E U Q 0 _J JOB NO : 20-4940 SCALE : AS NOTED SHEET NO. W P -6-� a) (D F - I . 1-- - " - i ',I 11 � I'll - - - I A3 ............. . ......... - ' jjjl� ..... - ............. . .... 11 I 1-i'll""I'LLL FLI 7244.1 .................... . ... li�ci:��...�� ... L ........................... �X' I ESR-3455 ......... . � ......... 1-1.1 ... I ... I ....... . ... -'..'-­�i��­-'l ........... . .... 11 ...... . I .... . I ...... L ...... .... 112020 IM ',-, P .3 HU210-2 "W"", -�"*",*�*-A*�,r�;A,�,,�""-t-siej�,�i�"IFe-11 RA W. I ' I FLIG446.2 FL10856.4 - 's - I ESR-2606 ESR-2549 11191 IN-- 1213112020 ....................... � ..................... 1213112020 July 8, 2020 , I i . I � � � � : PRODUCT APPROVAL SPECIFICATION SHEET(2018) � : � ��.,-------��"-.-"-.,---���-.--.-�--------�--.�--,-,--,-,---------�,-�-111--l------,-,-,-�---�-.-,-,�--------�-------"-,--.-�-�11--,--",----�---�---,-��-----�-,--,-�,-,�� L � I I I As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the irribirmation and approxel numbers on the building components listed belowif 1 � � ; C- Cn - CU a) -I.- -0 9 %-O a) :E; = L- - -0 I CD 0-= a) 0- 0 2 C= CU 70 a- . I 9§00WOAffff r-"* 1- I r ` I --illit, r-' -"%I----,%- 1-*"& TM . I I & =.*=.=.a 1 1 I 1 I I 111111111111111i %moor-&Nkamoosmmmmmf Mounting Orwitots � 1,D Quqaf I � 1 I ­-�i 4-1(,VX4-lf2'XZ-lr 0,1, T , , a - I �� .. �46 - , 1 SKII: Cross Supoort 11 I � I I �May be cut 11101, W) See Ambior Schedli ----oo I I I � L I I R19ht13fadWt(16G & , ) I ... , I ,a ge . I r 1, � they will be utilized on the construction project for which you are applying fbr a � � ; I I i 1 1 '5) .+- a) a) I C-) -6.5 C/) -6--a - " - C= =3 M CU U) (D -0 0 -0 _a � 0 - L- 0 - = I= 0 LL - CU := ,+- M - Ln -0 E a) 2 I 1 C/) L- '-, 0- :E "0- C U 0- -0-0 �- .0 U) < - - HD212-2 ............ I .................. iYid-..' ............ . - ..... ........... � ... -- . ... i�il .... ..... 1-1.1.1 ... 11 ..... ... I .......... . ............. . .. ................ . ... - .... . I ......... . ......... . ... 114� ........ � ...... . I .... ..... ............ - ................ - ......... I ...... I ...... I .......... I ............. HD410 I ..... 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ESR-3445 .................. I ... I ..... I ................. . .......................... . ....................................... �- ................................................... ESR-3445 .. ... .......... . ... I ....... . ..... � ........................... � ........................................... I ........ � .................... . . ............... � ........... ESR-3445 .................... I .. . .... I ........... - .......... � ........ .... � . ....... . ....... . ...... . ............................. . ............ . I ......... �.- ...... ESR-3445 '4 ­ I .... ... I . . ...... ...... .. . . .. ... ....................... ".. i� I. I ........ I ........ � .. .... I .... ...... I ........... I I .............. - 1/2020 .......... I ..... I ...... I 12/31/2020 .... ........ - ................. -.1-1-1. 12/3112020 -.1 .... ...... . . . ........ 1- 12/31/2020 I ... . ......................... . . 1-1.. 12131/2020 ... � ...................... . ... I .. ...... I ... 12/31/2020 ...... � ....... . ........ ........ � .......... 12J3112020 - ..... -1 ....... � ................. 12131/2020 I ... il��ii HU212-2 HU216 HU216-3 HU25 HU28-2 HU410 - HU412 HUB10 HUCQ410 FL10856A FL`108,%�5 FL10856A FI-108563 FL10856A FL10856.9 FL10856.9 . FL10856A0 FL11468.11 ESR-2549 ESR-2549 -. ESR-2549 . ESR-2549 . ESR-2549 ESR-2549 ------ - --.1.2131!1202.0 ESR-2549 . ESR-2549 SIM200804 12/31/2020 .� ................... I ................. � ... � 12/31/2020 ........... � ...... � ....... � ............. 12/3112020 ..................... . ...................... 12131/2020 ..... i,j"*,- "-"'--""" '3"?g?? ........................ ... 12131/2020 ..... i'2 ... J ... 3-11,262-5 ... 1213!iZ�b' CategoryiSubeategory Manufacturer Product Description Approval Number(s) Test Pressures Expl. Date I 1. EXTERIOR DOORS A. SWINGING ThermaThu Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.1 +67.0/-67.0 psf 1213112021' ThermaTni Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.6 +67.01-67.0 psf 12/3112021 LhermaTru Firber-Classic and Smooth -Star (NON-IMPA .9 +67.0(-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.14 +67.0/-67.0 psf 12-/31/20211 HGA10 -- ............... - . .............. � ....... � . i��d FL17699A ............. � .......... � .... ��'.i ... I .... - . .................. I -.1 --- -1-1. I �' " .... - ...... I. ' Evaluation Report .- .......................... .. � .......... � .... . . . . .............. 111111111 111­1111'1111111-1-11 ­ - "* -' E�@' 6"n- Ee--Port 12/3112020 "' - ...... --- 12131/2020 .... ....... HGA10KT HGAM10KT FLI 1470.4 FLI 1470.4 SIM200803 - SIM200803 1213112020 I... ... � ..... 1-1 ................ -1- .... 12/3112020 ThermaTru Classic -Craft and Benchmark FI-15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmad( FL1 5225.5 +67.01-67.0 psf 12/31/2021 HHCP2 I . . ..... � ....... . ........ Ht .i.6 .... 1-1 . .......... --- FL17236-7 . . .......... � . ........ Jtk..4 ..................... . ... � ..... ESR-3448 .......................... � ...... . ....... � ............... I ...... . ...... . ... . ............ . .. ......... 1- ..... I .... . .. 1. ........... -.1 ........ � .... -.1 Evaluation Report I 12131/2020 ........... I ...... . .................... 12131/2020 HCP2 HETA1 6 FL1 0447.2 FI-1 1473.5 ESR-2551 -.- SIM200802 1213112020 .......................... � . ....... � .... 12131/2020 ThermaTrul FiberClassic, Smocithstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12131/2021 HTA20-18 ................... -- ................................ . ............. ... .......... HTT16 - FL17680.4 .............................. I ........................................... . ........... . ... � . .... ... FL17324.2 Evaluation Report ... ... .. ........................ .... � ........ � ............................. . �-- ...... � .... � ... ......... � ............................ ... � .......................... Evaluation Report 12/3112020 ......................................... ... 12/3112020 HETA20 HTT16 FLI 1473.5 FI-1 1496.1 SM200802 . ES-01 30 12131/2020 ............... � ....... . ....... ........... 12J3112020 0 I I . Solu. . . 1(2'Dia. A325 Galiv. 0, I . I .1 � / (TYPI) 'T 1 49 - - I . . I B. SLIDING MI Windows and Doors Series 420 FI-15332.1 - FI-15332.5 +40�0/40.0 psf 12/3112020 - HTT45 ... I .......................... .i.6.......' . ................. I I ............ . .............. . .. .. ......... ..... - ........ I .... I ....... H� . ...... - .. ............... FL173242 I ..... � ............ � ............. r[f .6 ..... � ........ I ................. ........ ..... I ...................... . .... I .......................... ... ..... . � ..... � .... FL1 U,U�8 .... � .......... . . I .............. ..6 ....... ........................ IL � I - Evaluation ................ I .......... � .......... ....... I ................. . .............. . ......... f . ...... . ........ . I .... . ... . ............. 1-I.-I ESR-3455 ................ . ........................................ 11 ...... � ........................ . I ... I ... . ........... � ... � ... � ...................... � .............. . ...... ESR-3455 .................................................. I .... 1. ...... � . . ...... I . . ................... 1. .... I ...... I .......... � ..................... I ........... . ... I ...... I . ESR-3455 ............ I .......... .......... . . ............. .. � ......................... I .... -1 ..... I ......................... - ........ 12/31/2020 I-.- ........... I-- .... � ..... � ... - 12/31/2020 ................ . ii� 12/3 .............. . ... - ..... �- ............ 12/31/202D I ... - ....... I ..... ..." ... . .............. HTr22 HTS 16 - HTS20 HTS24 FLI 14961 FL10456-22 FL10456.23 FI-10456.24 ES-01 30 . ESR-2613 ESR-2613 ESR-2613 . 12/31/2020 ......... ... .. � ........ � . ....... - ...... 12/31/2020 .... i ii]��.. � ...... 11 ... �' ............. . .... - ....... 12/31/2020 ......... � .......... � ................. . .... PGT Series 5570 FI-251. 10 4/14/2021 C. SECT110NAL Clopay Building Products Residential WlndCode Doors W5 (8X7) FI-15279.37 +30.5i:52.0 psf 5/21 - Clopay Building Products Residential WIndCode Doors W5 (16X7) FL1 5279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential Wini Doors W6 (8)9) FLI 5279.85 +38.0(-42.0 psf 5/21/2028 I'll I- I � I 11 i I I . 1, I I - ------.& I -- ----#14Se1f-Drl1lIry 1 $CrtvV5 ............. . . " .. . ....... � 6 .......... ... ... � .......... -.1 ........... . ..... ..Riw. i6l ........................ ..... I ................... .. 1--.1-- ... 1. ...... I ... "... . ..... � .... � ...... HIWM20 ......... I ..... "..' .... I . ...... fif b...... ...... ...... .... .... ..... - .... . .......... I ................ - lij-' .. .. ... I ... .... I ....... -1 ... I ................................. � .. .. � .................. . ..... I .. .. I ... 1-1.1 . . ......... '� FL6223� 2 � ...................................... � ESR-3455 ...... - ........ I .... . .............. . ................ �. ............. � ...... I . . . ....... � ...... - ... -.11 ....... I ... � ............. � ... I . .............. . ............ Evaluation Report ........... I .................... � ....................... . ....... -- ... . ........ ...... . ..... ...- ... . ............... . ................. � ...... � .. . .............. Evaluation RMort 12131/2020 ..... ... .1, ...... .....- .... -1-1. 12131/2020 -f�iW� . HTS30 HTSM16 HTSM20 FLIG456.26 FL11473.11 FL1 1 473. 11 ESR-2813 SIM200802 . SIM200802 12/3112020 I ...................... . .................. . 12/31/2020 ........... -.- 1213ii��' Clopay Building Products Residential WindCocle Doors W6 (16X7) FL1 5279.102 +37.0/41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries DiVslon of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Mors FLI I W7. I NIA (see inst sit) 12/31/2025 I I 1 0-51r- I . - � I I AIC ,,Unit Soltlern Edge 11 r C-8 I I 1 1 I Hurocariestrap 1 .. 1 (Tplimf 3 In front) . HUGT2 ............................. HUbb .... 1. ..... 11 ... � .......... I . FL6223.3 ... ...... �...... ...... - ...... .11.1- ... .... .... ---... -"- ­ ...... . .. FL6223.3""" Evaluation Report ­ ............ ............. . ............................................ � ............... � ........................................................... � ..... . .... � ..... Evaluation Report 12/3112020 ..... I-- ... . ......... � ..... ---.. 12/31/20201 HGT2 HGT3 FL10456.18 R-10456.19 ESR-2613 ESR-2613 12131/2020 .................... . I-- ........ �- .... 12/3112020 2. WINDOWS HUS210-2 ........ I ......... � .. ..... 111.1 ...... .... � .... I ...... I-- ........... I .... ....' HUS212-2 .... FI-17232�6 .. . ............................................... � ................................................ FLI 7232.6 - ESR-3445 ................................................ � .... . ............ . . � ..................................... . ..... � .... . .............. �- ..... �- ...... . ........ ESR-M45 12/31/2020 ....... I .... I ......... � ..... . ........... - 12/31/2020 - HUS210-2 HUS212-2 FL10856-R4 R-10856A1 ESR-2549 ESR-2549 12/3112020 ................ . ........ I .......... � ...... I 1213112020 A. SINGLE HUNG MI Windom and Doors Series 185 FLI 7499.2 +50.01-55.0 psf 10/8/2023 _ PGT Series 5500 FL239.7 7/30/2020 HUS26 ...................... - ... ... --.1-1.11-.1 ..... -- ............ . ... HUS28 FL17232.6 ... � ...... � ....... � ...... � ............. I ...... � ........... I ............. . ... . -.- ........ . . ... FI-17232A ESR-3445 ....................... -- ....... -� ..... .. � ................. � .... . ..................... � .................. . � ..... � ...... I ........................ �� ...... � .... . � ESR-3445 1213IJ2020 � . . ........... .... � ... . ..... � ..... 12/31/2021i HUS26 HUS28 FL10856A1 FI-10856.11 - I ESR-2549 ESR-2549 12/31/2020 -Iil��ii - B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf 2/1612024 -- C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf V3/2023 Washers L 1. I I Front Cross Suppqrt ' Self-LiAln; (May be �Cut to W) - . gNuts I HUS28-2 . .......... I ........... .... ... I ... .. . . ............ . ............... JL24 I ..... � ..... I .............. --j ....... � ... I— ... r .... � ..... �� 11, ...... � ..... I . ... .. "­­ '-j ��ib ... � " FL17232b ......................................... I ...... � ............ . .... . ..... - . . ............ FL17232.7 .......... � .................. . -�D.. .� . . ...... � ..... � ...... � ......... ......... - ............... �.ki� ii ..... I ............. I .. . ...... ESR-3445 .... � ............ 1-1- .................. . ... -- . . . .... .............. .. �� .... - ...... �� ................. �- . .. . .. . ................ . .. . .. ESR-3445 ... . .... . ....... . .......... . .................. . . .. . ...... . .......... . ...... . ........ . ................................................... r ................ ... ESR-3445 .... � ................................ I .... . ...... .... ................ � .. ... 11 ....................... 1-1 ............... I ........... . ...... 1. ...... I .......... -.1 ESR-3445 1213112020 I .. ...... . . ...... . ........ . .. . ........ 1213112020 ... f��yi)�.. ..... � ..... 11 ......... . . ... --1 ....... I 12/31/2020 - HUS28-2 LU24 LU26 WS210-2 FL10856A1 FL10655A03 FL10655A04 FL10655.107 ESR-2549 ESR-2549 -- ESR-2549 ESR-2549 12/31/2020 ... .i. ii ................. 2020 ­ ...... �'r ... � ... 5�di�2020 ..... - ... 1.11 .... � .......... ....... ....... 12J3112020 - PGT Series 5520 FL243 413012025 D. MULLION MI Windows and Doors Series 5764 FLI 51-53.2 N/A 12131/2020 PGT Series 5500 FI-2611.1 N/A 512612021 E, OTHER Left B raCket ( 1 6 Ga U gi-0 .... - .... � ... I .. .. I . ....... ib. .. ...... I .......... I .... I .... ......... � .... I .... I .... I ...... i�ilY id ............... I .............. ....................... . ................................... I ....... I .... .. 1.1-1 ....... I .............. 11 ...... I .................. . ... I .. . ............... . ......... ESR-3445 ..... I ...... I ...... ....... I ....... �' ...... 12/3112020 WS24 FL10655.109 . ESR-2549 .............. lViii �b If 1 4 Selli-Drill Ing Str#vll Thru Brackets & .......................... . .......... � ............................................ JUS26 .. I .......... � ... . ........................................................... . ...................... FL17232.11 - .......................... . ............. ­­ .................... r .............. � .... -- ........ I ....... 11 ...... -.1 ...... - .................. - ............... ESR-3445 .......... . ........ I ....................... 12/31/2020 WS26 FI-10655.111 ESA-2549 .... I ............ � ................... � ....... 12/3112020 OiKk CrossSupport Into.A/C Unit 8cimm Side ........ � ...... - .... --i §�� .... 1� ... I ..... I .... ­ .. ........ L ........ -- . . ....... I .......... I .. . ................... I ................ I ............... FL17232A1 . . ...... -11 ........... I .... .-- ..... . . - .................... - .... .. ... I ..... r .... . ........ I-- ........... 11 .......................... I ...... ..­ .... � . ESR-3445 ............ �' .. . .... - ......... I ....... 12/3112020 LUS26-2 FL10655.112 ESR-2549 ..... . ........ I ..... � ....... . ........ . .... 12131/2020 3. PANEL WALL (TYPIC4: a #ach ade f�or hurricAr,te UsO ........ . .. � ...... .. .. -k .......... -- .... . ....... ............. I ...... -1- .... . ........ 11- . . ...... 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SIDING ---,------,--,L�-'�--��'---L"�---- James Hardie Building Prod. -""---�--.�,,�------,-,-----�---,-�--.-----�----"---,----- Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1-FL13192.2 N/A 12131/2020 ____�lffl"ll[,'�][�,1,1�',I��711 I �� -1'inf;mi ItIll, A '� i fflYz i-i ESR-3445 12131/2020 WS46 FL10655.118 ESR-2549 1213112020 W .A. B. SOFFITS Alside Solid and Vented Soffft FL1527Z I - FL15272.2 +70�01-70�O psf 12/31/2020 KLEG3 - .... . ......................... I .......... . ........ I ............ I . ......... KST260 FL17241-15 ............................ -.1 ........ I ........ . .......... . ...... � ...... � .............. � .... � FL17244.15 ESR-3444 ....-I ... - ............ ................ � . .... ... ... ....... -- ... ......... � ....... - ....... . .. . ........... -.- ... . ....... � . ..... ..... --1 ESR-3455 1213112020 .... . ........ . . ......... -.1'... 12/3112020 LEG3 - MST60 FI-1066T71 FL10852,7 ESR-2615 ESR-2105 12/31/2020 .1 .......................................... I 12/31/2020 C. OTHER ".-"-,---�--,-,-,,-,-�---�,�"-�-----L-_,--L------------ *et& M*UMIMU bdpdudn� evist TrgoviuW wititz" 1hidp:fia&skt-Ah Rut*- � I I � =- "-& � *A DOWIM4VAelatt, arm tasitow ift wig AV* II LSTAI 2 ................................................................................... FL17244.18 ............... . .. � ... � ....................................... FI-17244-'i� ... . .............. ' - ESR-3455 ' " ' ' " ' ' '' . ......... * .. .... ........ E ..... S'* R"-3­4­5­5­ " ' ' ' "' ' " - ""' ' " .... . . .... 12/3112020 . * ... ... * . .... ....... . ....... 12/3112020 LSTA12 LSTA I 5 FI-10852.4 FL10852.4 ESR-2105 - - - ESR-2105 12J3112020 -.1 ......... I ........... I ... � ............. 12/3112020 - 4. ROOFING PRODUCTS -LSTA15 LSTAI 8 - R-17244 1B ESR-3455 12f3112020 LSTA I 8 FL10852.4 ESR-2105 12131/2020 A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16i'2022 B . UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/1812021 I.......... ................ 1. .................. -.11- - ... .... I ....... ......- ..... Y�4�i6 .... I ......... . ........ � ... ......................................... . ............ I .......... . i� ......... � .... . .......... � ... I ..... . ..... I ... I ...... . I .... � ... . ... ... lil��i� .. .. LSTA24 FL1 0852.4 . . ESR-2105 . .......... . ............... . .......... � ... .. 12/31/2020 ................. � ... . ..... � ........... - ............ � ....... I ...... . ........................... I I ........................... .......... � ...... .... I .... ................... . I .. ........ iYj4-ib .. . .............. � ... ....... .. I ..... I ... I .................. .i.6'. .............. I ............. -..' ........ 11.1 ...... -.-I . ......... -- ........... � ... ff �- .... �' .......... . ................................ -..- ...... - ..... � ... I ...... - ..................... - ..... I .... � .... .... � .......... I ........... I ... � ..... -, ...... -- .............. � ... i��Iii� - . . - LSTA30 FL10852-4 ESR-2105 . .... 121311zu.�T_ .. mi C. ROOFING FASTENERS NOTUSED i�:�� � ............ � .... � ......... -i�il ................ I ..... I .... I . 1 .. ......... . ..... . I ..... ff§�66'* ..... . . ... ......... . I . ...... . ....... [ .�i ....... . ................ . ... '' i�i.� ........... I ........... I ....... � . f§ .. ................................ I ...... . - ... � ..... � .......... .. - i�� i�i �* . ..... . **-"'-- ........ . . ........ . .. I ...... �Ujti.4..�. ......... ... .......... -'.-.-1----'. ��' ............... I ..... ---..... .................. . ...... . ...................... ...... . .......... ........................... . ......................... - ...... I.. ER-0200 ......... ............ � ............. . .. . . � ........... . ........ --.1-1- ..... � ... . .... -- .... . ...... . ................ . .......... � .... . "' - - ER-0200 ...... '-.--'-- ... I ... � ......... . ............ � ...... . ... . ..... ..... ... .. I .... I ... I ..... 11 ........ - ......................... � .... I ........ ... ER-0200 i i i�� I ...... -.1-1.1 ...... I .... � ... �' ..... I 1213112020 ....... . I .... I ..... --' ..... . ... �. 12131/2020 1-11 ......... ......' ........ �.. .... .... 12J31/2020 LST"nm LTT1 9 - LTT20B L7131 FI-10852.5 FL1 1496.3 FLI 1496-3 FL1 1496.3 ESR-2105 ER-1 30 ---- ER-1 30 ER-1 30 T��§ii 20. .......... 12/31/2020 I ............ -, .... I .. . ......... . ....... 12131/2020 ........ I ............ . ............... � .... 12131/2020 D. ROOF VENTILATORS Thompson Arrh Metal Comp, Off Ridge Vents FL16918.1 - 171-16918�4 N/A 9/9/2026 Florida Department of Business & Professional Regulabon Page I of2 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/3112020 Lomanco, Inc DA-4 Exahust Vent FI-17202.1 N/A 7/10/2021 E � ROOFING 71LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2020, Building Codes and Standards 3CO12018 --' ... .1, ..... . ........... . ...... 1--.1 ................ I .... ... ........ LTW12 ....... - ... I ........... I .............................. . ........ . . ................. . .... � ........ FLI 7244-8 I ......... � ........ � ..... . .............. � ............... � .................................... I .......................................................................... ESR-3455 ........................... . ........ ...... 12J3112020 LTS12 FL10456,29 ESR-2613 .- .... I .. . ........... .................... 1213112020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 Product Approval Application Detail ............ . ..... . ... . ... 'Co. ::ff- .. . ...... I ....... .... 1. .. ................................. f ��---'-.-' ... .-.- ... .....- ........ I ......... � ....... � ........ �- ...... I. -I ... I ........ I ..... I .... I ......... I. -I . ....... 1.1-1--.11, ... I ..... 11 .... I ... I"... ..... 1. ... I ... I ...... I ESR-3447 .... -1-.1-1- ... - ...... I-- .... .. 1213112020 LGT2 FL1 1470.7 . SiM200803 ........ -- ........... 12J31i �6' ................................ MP3 ........... .. - .............. FL17244.22 .. � ..... I .................... . . .�� I ....... I .............. � ..... ESR-3455 ................ . .... I ....... - ................ I ............. I ................... � ................. - .... I ...... I ....... - ... .... ..... . ...... 11 ... 11 ... I .... -.1'.....-I........... 12J31/2020 . ...... I.."..--, .... � LS30 . R-10446.15 ESR-2606 12131/202D ................ ............ I ..... . ........ F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032'Alumintim GuffLok 16" wide roof panel FLI 1651.2 R3 N/A 4/12/2024 11 - - MP�� ESR-3455 1213112020 A34 FI-1 04463 ESR-2606 12131/2020 CodeEntity or We Data Date Pending Date Typo Version Manufacturer Contact Enalneer & License Validated Sv Validated Submitted FOC Approval Approved status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 1 Oil 7J2017 1011012017 10/17/2017 12112ROI? Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Ro.i infoftullrocastsupply.0- Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida MP4F ............... � .... I ............ . .� ... - . .............. I ......... FL17244.24 ............................... i�i . . . ........................ - ESR-3455 .... I ..................... . .............. . ...... I ....................... ....... . ............... � ...... I ....... . I ......... . . - ................. . .... . .. . I ......... ESR-3455 12/31/2020 .......... .. ...... 12/31/2020 LTP4 LS50 FL10446A9 FL10446.16 ESR-2606 . ESR-2606 1213112020 ............... � ........... . .... . .. . ..... 12131/2020 5. SHUTTERS k STORM PANELS - Global Protection Products Galvanized Steel Ston'n Panels FI-15076.1 - FI-15076.2 N/A 12131/2020 MPH3516 ............ . ............ .. . ....... ...... ... I ........................ MSTA12 - - - FI-17240.3 ...................... ..... � ..... .. ......... ..... . . .... .... . .... ............ FI-17244.18 - ESR-3447 .. I ........ .......... I ... . ........ � . ..... . . � . ........... -- . ... . .............. . ... . .................. . ... . ............ � ................. � .... . - ESR-3455 T931/2-020 .... --... ... �..". ... 11, .. . ....... 12131/2020 WMI416 MSTA12 FI-10657�813 FL10852.8 ESR-2615 ESR-2105 12/31/2020 -il�dii - All American Shutters & Glass GaKranized Steel Storm Panels FI-17869.1 N/A 12131/2020 - .......... ".... ... ....... I MSTA15 i� .. .... * ...... * ' FL17244.18 .......... I ... I ... � ...... � .......... � .......... � ... � . ......... FL17244J6 . ....... ..... . ­­' - ESR-3455 � . . ......... . .. I ................. I ............... --.... .... -- ............ I ... I ..... . .... . ........... .. . ........ ..... I .. . ................................ I ESR-3455 1213IJ2020 . ......................................... I 12/31/2020 - MSTA15 MSTA18 FI-1 0852-8 FL10852.9 ESR-2105 ESR-2105 - 12J31/2020 ............... � ... I ......... I ........ � ..... 12/31/2020 6. STRUCTURAL ProfessionalEngineer � 11, L " , - I 1--l- �-"�' �� - - ", ' '11'& ""11,1151 �'--"�'111`11';""' --" -,"Irl-1`1'11"'� --"-,-,"",-""",'�-",-.�-�"r,�--l� "I", ' ,- �-' - ' � ' iiii � "' -, - " L ' ' ' ' '' " - ' -�""' i�� :�jl - � I " 1� ' '' -, IT � L , --", "", _ -1 , - ' - " - :� I - ""' -, "I � �""-- - , - - - �� -1 - I- '--'-"'.'�'�� - , , --- ,� � - -- V-' ." - " - , '-� -'� � I _ , , , - - -, -,,,,,,I- - , - � " M -41112� :9�" " 11-141-1-1`--,�- '�-"�--,k'1111'1111` I'll, �� - -, �'----'11111-11,1 I -1,11 -'- -e�"",' --','� -"L��,�:"""�,,��r-"�'�,,,-,.�,,,�,,','--,,,',',,-"����,'�,,'-' - ,,,�,-"",�,,���,'-�,�'�,�,'��",�.,,, ""�','�' , z-r:"� - - �,- � " � ",-- , , - - -N,e", � '1-,-L'1--11--"-'1� "","', ��' M"� ,�� , I � "'�," "� -- 1-1 - - I -- Wl- 1- � ''I - .... �' .................. . .......................... I ... I ....... I .............. M. �� ... I .. .. ..... I ........ . . I I ............ I ............. ................. I ........ I .... I ... -.1 .......... - ... I. i�lig ......... � ..... � ....... I .... I. ... I ........ - .......... ...' .�j 16 ..... � .... I ............ I ...... ........... . .............. . ... . ....................... - .... � ............. . . I- .. . ...... - ... I ................... � ... � ..... i�lk- i�� ..... -- ...... I ... ---.. ..... - .... . ......... . ........ I - ........ I .... . .. . .......... ....-I .. . ...... - .... . .......... E. i�......' .......... - ........... I ...... ... ...... � ........ --' .... .. . . ...... . ....... . ... I...."..- ..... I ....... --.1 ...... I ......... .......... . ................. I ..... . ..... ................................ I ... .... ............ ........ 1. ...... � ... �- . ..... 1. ....... - 12131/2020 .. I ... � ......... I .... I ...... -- ... I ..... - 1213112020 .... � ..... �� .......... . ... � ... '-'...- MSTA24 - MSTA36 FL10852.9 FL1 08 52,9 . . ESR-2105 . ESIR -2105 -..- .... . ............................... . ..... 12131/2020 ......................... . ............... � 12131/2020 ..... . ............... � ... . .......... . A. WOOD CONNECTORS/ USP Structural Conn. see chart - ­--ANCHOR�-­ � --'-LL-'- ---------- Simpson Strong -Tie see chart Quality Assurance Approved for Use Approved for Use Impact Not- sea # Product Model, Number or Name Product Description Contract 1EXpIradon Date In HVHZ Outside Hi Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp MinO.032&quot; 5 V Crimp Auminum Roof Panel 04/1212024 No Yes N/A -NIA/ over 15J32&quot; Plywood -108.5PSF 2 0.032&quot: Aluminum Gulf Lok Min 0.032&quot; Aduminum Gulf Lok 16&quot; Wide 04/1212024 No Yes NIA +N/A/ Rool'Partel over15/32&quot; Plywood -116.OPSF 3 1 &quot; 24ga. Gulf Snap 1&quot; GuIfSnaP 24 Gau 17&quot; wide RoofPanel 04112t2O24 Yes Yes i -N/A/--1 31.0PS; war 15)'32&qmt; Plywood 4 1&quot; 24ga. Vorsal-oc I&quot; VersaLot; 24ga 16.5&quot; Wde Roof Panel 04/1212024 Yes Yes N/A +N/Al over 15/32&quot; Plywood -138.5PSF 5 I&quot: Versal-oc.0329clud; Aluminum I&quot; Versal-on min.032&quot: Aluminum over 04/12M24 Yes Yes NIA -NIA/ 1 5i32& uot; Plywood q -iOl.OPSF 6 1.6&quot; 24ga. Gulf Snap 1.5&quot; Gulf -Snap 24ga. 16&quot; Wide Roof 04/1212024 Yes Yes NIA +NIN Panel over 15)32&quot: Plywood .116.OPSF 7 1.5&quot; 24ga. Versal-oc 1.5&quot; Versal-oc min 24ge. 16&quot; wide Roof Yes Yes N/A -N/At 04112/2024 Panel over 15f32&quot; Plywood -123.5PSF 8 2&quot; 24ga. Mai Min 24 Go. 2&quot; Megail-oc 18&qud; wide Roof 04/120024 No Yes N/A +NYAJ Panel war 15/32&quot; Plywood -108.5peF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lck I 6&quoi Wide over 15f32&quot; 04/1212024 No Yes NIA -N1At-93.7P8F Plywood 10 24 Ga. Gu If Seam Min 24 Ga. Gulf Seam I G&quot; Wide Roof Panel 04/12t2O24 No Yes N/A ,N/At-93.5PSF 00 over 1x4 W d Purlins over 15/32&quot; Plywood 1 1 24 Ga Gulf Sea. Min 24 Ga. Gulf Seem, I 3/4&quot; Snap Lock, 04/12/2024 No Yes NIA -NIA/ 18&quot; Wide Roof Panel over 15/32&quot; Plywood -108�5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 6V Crimp Roof Panel over 15/32&quot; 04/12(2024 Yes Yes N/A +NIAJ Plywood-156.5psF I 3 26 Ga, 5V Crimp Min 26 Ga. 5V Crimp war 15t32&quot; Plywood 04/120124 No Yes NIA ,N/At-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/12/2024 No Yes N/A ,N/A) Purlinswar 15/32&quot; Plywood -156.5psF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot Wide Roof Portal over 04/12r2O24 Yes Yes NIA -NIAJ 15/32&quat; Plywood -161.0PSF 16 26 Go Gulf Lok Min 26 Ga. Gulf Lok 16&quot� Wide Roof Porte] over 002=24 No Yes N/A +NIAJ-63.5PSF 15/32&quot; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&duot; 04/12/2024 No Yes N/A �NJA/ Plywood.154.7PSF ili�t� .... -1- .... I ... ... ... .. . ........ I ........................ .- ...... -1 .... MSTC52 .... I ............... . ......... " ..... ... .......... . .............................. MTW12 - ... ... .... I .... . ........ i�� .......... 1.11 ........... 111.1 I ...... -.1.1 . ................. � .......................................... -- ... MTW18 :��z . 11 ........ .1-1 ..... I ............. . ....... � ... � ................................................. . FL17244.26 - ... I ..... I ...................... I ................... � ........... . .......................... I .... I FL1 7244�8 .... I"......" ...... --i�:� .......... � ..... - .... I ....... , ..... � ......... � ......................... �� ................ �- ........................ � .............. FLI 7244�8 ESR-3455 ........ . .... � ........................................................... . ..... � ........... . ..... . .................................................................. � ESR-3455 ................... � . ...................... . .. � .... � ...... � ...... ­ ... � ............... ­­­ . ....... -.-- ... -- ..... . ... � .... . .................... ESR-3455 I . ........ 11 .... .....I.-.1 ...... � .......... - ........ I-- ... -1- ..... I ...... I .... I .... - .... I-- ....... . ........ ---- ................. --.1 . ESR-3455 I ..... I ................ . .. . ................................................ . . . ....... � ................. .... I ....... . ..... I ....................... .... ............ I ESR-3455 12131/20M ........... ................... - ......... . 12/31/20M ....................................... -.. 12/31J2020 ...... . .. . .... I ... I-- ....... -.1 ... 12/31/2020 .......... . ... . ..... . ................ . .. 12131/2020 MSTM - MSTC52 - MTS12 MTS16 - MTS18 FI-10852. 11 FI-10852A1 FI-104M33 FI-10456.34 R-10456.35 ESR-2105 ESR-2105 ESR-2613 . ESR-2613 ESR-2613 11J3112029, ............ I ................. 111-1. I 12/3112020 .Ii��i�.. ............................................. 12131/2020 I ... --- .......... . . -..' ............ 12/3112020 Cn L. - TRUSS pLATES - ITW Building Components Alpine Truss Plates FL1999.1 - FI-1999.4 N/A 12/31/2020 - - MiTek Industries, Inc. Truss Plates FI-2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FI-6527�5 N/A 3/31/2021 . D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FLI 5& 1 N/A 5/21/2022 - MTW I n ... ..... . I ................ . i�.� ....... --.1-1 .... I .. FI-17244�8 ... " .. ... -..."... ... I ....... .�� .... 1-1... ........... . ............. �5 ESR-3455 .......... I ..................... I ... I ............. . ... I .................. - .... � ........... . ... . ... . ..... ...1--1 ....... - ... � ..... . � ........................... ESR-3447 12/31/2020 ............................... I ............ 12/31/2020 MTS20 MGT FL10456.36 FLI 1470,9 ESR-2613 - - SIM200803 -T2-13112020 � ....... � ..... . .............. . ..... ...... 12/31/20201 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/25/2024 NFM35X12 .............................................................................. I .... . NFM35Xl6U - - FL578.2 .......... .. .... ... I .................... I ...... . ....................... . ............................ FI-578.3 - - ................ � ...................... .... � .......... 1��tion Report ...... I .... - .......... I ... . . ............ . .. . ........ .......... 1- ................. Evaluation Report - 12/31/2020 ..... . ..... I ..................... . . ...... 12/31/2020 MBRA156111.25 MBHA3.5&16 FLI 3904-6 FL1 39(X.6 ESR-2616 ESR-2616 - 1213112020 .� ........................................ - 12/31/2020 -i . 1 PAU44 .......................... � ......... I ..... ... . . .. . ................. � .......... PAU66 .......................... � ... � ............ ..................................... �. PHD2A ... . ... -1 .... I ....... H5�i6 ... . ....... I ...... . .. .............. . .. . ...... ... .........-I...' ................. - ..... I ....... �� RFUS ........... � ... 11 ... I .... 11 ... I .1 .... R§T ' ' - ...... I ........ � ................. i�f�..' .... ....... .................. �- ..... - ............ . ... � ...... 1-1--1 ......... 1-1-1.1 ............. � RT16-2 ...... . .............. . .................... I ........ � ... . ........... . ...... . .. RT16A FL17239.13 ......... 1- ..... I .................. . ...... ........... . ................... . � ..................... FL17239,13 .- ....... I .... I .... � ......... 1-1.1-1.1 .. . ......... . ... . ... -1-1-1- ...... --.1- FI-17219�3 ... -1 .... ....... I .... � .... . ��ii- -1 . ..... � ........... - I ..... - ...... I ....... - .... . . .......... - .............. -- ........... I .. . ................... FL6223-5 ........ 11 ..... ..' ................... -1---1.1 .... - ... I ....... ---" .... .. ............. R-17244 27 ...... I ..... I ............ I ... I ... i�ff .. .............. - .. .. � ............. -3 1 - ... � .. . ............................. .. �� ............... . .................. � ... .... .............. FI-172362 .......... . .......... � ..... � ............... ... � .. ................... . .................. .......... FL1 7236.2 ESR-3449 .. .......................... � ................ . ............................... � ..... � . . ......... . .................... � .............. � ....... � ...................... . . ESR-3449 ..... 1-1 ...... �� ...................... -.1 ................... � ............ � .......... � . . ...... � ........ � ........... �- ....... � .... � . . ................... � ... � ... - ER-0200 .1 ...... I ........ � ........................... I ..... . ......... . . ff i� .. . ........................... I ... 1-11. . . ........ � ....... � ........ - ......... - ....... I ..... . . ........... I ... ........................... � ............ .. .. I - - .... � .. ......... ..... . � ....... . ........ I ........ ... Evaluation Report .. � ..................................................... . ................ � ............... I .... ................. 11 ......................... I .......................... ---.- ESR-3455 ............................................................ I ..................... I ................. I ........ I ................ . ... I ................... I ........ � ........ I ESR-3448 .................. I ........................ I ................... � ............ � .............. � ........ I ... I ... � ... � ............... I .......................... � .......... � .. ESR-3448 ............. . ....... -1-1- . ........... . ............. � .................. � ...................................... � .......... I .... - .... I ..... � ...... � ...... I ... I .. . ESR-3448 12J31/2020 ........................ � .................. 12131/2020 .1 .... 1- .... . - ..... � ... � ...... � 12/3112020 - '. i�imi�� - ...... ...... ` ........... .......... 12131/2020 ........ . ..... - ... -.... 12131/2 I ...... -..- ..... � .......... I ........... I 12/31/2020 ...................................... . .... 1213112020 ....... . ... . ............ � .... . .......... 12/31/20M HDU2-SDS2.5 GLTV3.516 FGTR CS16 - 1-11 H10 1-110-2 H10A - H3 FLI 0441.4 FL1 0667-8 FLI 1473-2 FL1 0852.1 FI-104%5 FL10456-6 FI-1 04567 FLI 0456.6 FL10456.13 ESR-2330 . ESR-2615 - SM200802 ESR-2105 - ESR-2613 . ESR-2613 - ESR-2613 ESR-2813 ESR-2613 �31120W ........ � ....................... . ....... - 12/3112020 ....... � ...... . ........... -.1 ... . .... 12/3112020 .......................................... - 12/3112020 .... � . . .. i ii]�� ..... . ................................... - 12/3112020 .- .............................. . . � ...... 1213112020 - .1' 'jjjb�d - ....... I ....... . ............... 1. 12/3112020 1 , L ; ; � � ; �'-'-"- ------'J � ' � ; ; � The products listed below did not demonstrate product approtal at plan review. I understand that at the time of inspection of these products, the liollowing I . � I - 1-1-1 - ------ i I . . I ; ; inliormation must be awilable to the Inspector on the jobsite; 1) copy of the product approi 2) 1 ; I I , - -- -,-, --" - - J I i � 1 � � : ! � --"-.--'--'-'---.---------- --�,�---�--,--,-�--�,L-�,--,--,-,---�---"--.-----.�---,-,--,--.--,--,----'L,�--"-"' - -LL,---.l , - -,-,---,---,- -----------,-I--,-----�----,-------------------------,--- i � � � ! � ; � � i I �,-"----L�-�'---''-'-""-L---",L"'L'-"'--'-'-'-t-----'- -L-" 'L--'"-'-------"''"-'- --- ----- --- - ' ---"�'-'----'---'-'-'­ ­ � ------ ­­­­ ­­­ -------- --- - -- ----------- � - -- --- -'- � --- -- -- I I - I � � - - I - - � : � � : L i i ; ' 1-11-11-- I I", 11- - - -1- 1-11 - 11-I"A-l�1-1111-1.�-�-.11-�'ll"�-1-111-1�-1-1--l.I . .... .. -1. -.-I- . ----"'- - --l" -- -'-"-'­-'-­ '-' ­­ � "-' -- - --- -- ­- ­ "' - - .1, I'll., - ,�-- ­­ - - � I - I - -1 I --",--; I--------------- -- - � � L . w i I i : t � i � I 1 '--'--------'---'-----1-� - ------- - -���-'----,--L----�-----------,i-"_--,---L --- �------,-L--L----"---,---,-------7---------,---- ------------­-­ ---­­'-­ ­- - - - ---- ----- �-­ --- ---- -'­--'----1 . � L � z i : � I- -- --- - - - -- -'--'-, --- -11- - - ---l- ---- L-----,-----------,--"--,-,-, I I - I _ ______ - -- ----- ------- - i'L-L------,-----,-----'-L---"'-'--L-------------'----'--'--------,---,--,---,"--'-----'--�-L�'--,�-----,---,------L�,�-- ---,"--�l----..�-----''---L-11�---i---- - I RT3A ............ . ....... I ..... . ........... . ......................................... RT4 FL1 72363 ................ � .................... . . ........ 11 . .............. . .. � ............ I .... .. I ......... FI-1 7236,3 ESR-3448 ................. . .......... . .................................................. � .. . ......... � .... o� ....... � ............ � ................ � ... � ............. . .. �� ...... ESR-3448 12131/2020 .................. � ......................... 12131/2020 H4 - H5 FL10456.14 FL10456-15 ESR-2613 ESR-2613 12/31/2020 I . ... I.... .... � .......... . ............... 12131/2020 - RT5 .. ............ . ............. - ........ " . . . ............... - ............... RT7 - FL17238-3 - ................. 11 ........ � ..... ..' .... . ........ ..... � ... � .... � ..... � .... � ... � ................ FL17236,3 ESR-3448 .� ................. . ........................ � ................ �' .... ........ -1 ........... I ... --.- ...... . .... I... ...... I -------- 1- ... � ........... ... ESR-3448 . .. . ... ......... , 12131/2020 .....' ....... 11 .......... . . ............... 12/31/2020 HZ5 H2-5A FL10456-11 FL10456.12 ESR-2513 ESR-2613 1213112020 I ... i�isfijbjb ... � I � ; i I i I L � I ! � ---- - ---- L-'---"--'-----------'-'-'-'-��lI ---,-.-----�.--,-,---�-----.""-,--------,,----"-,--- - -----------1----- - -,---- -- ------ L-'---- ---------L---------------- ------------------- ­,", -L­_­'-­---­-__- '- L--'L--'-'-'--L--- � ------ - -"L---,---'--'---L--'-�-�--'----� � . L ; I I � . � � � I ; , � I i �-,�11----,-,---------�-�----"-----�---��-.-""LL�--,---,,-----"e--,�--",--'--1-4------- ---- I I--,,----, "-l-"-----,""------�-L'--'--!" � � � � APPLICANT SIGNATURE � DATE � i � I � - � I � -I.-,-, I ; - - RT7A ................................ � ............. .. ...................... � .......... RT8A - FL17236.3 - .................. � .... ................ � .............................................. � ........... FL17236.3 ESR-3448 .... �-- ............. � . .... . .......................... � ................................. � .. ................. � ...... . ............ � .................................. ESR-3448 12/3112020 ................ . .......................... 12/31/2020, H8 SPI FL1 1470-3 FI-10456.41 SIM200803 . ESR-2613 12/31/2020 .... iiis�'k S"P.T.2.21.1.1-1-I.-I F.L.17.24A,3.0 E..S.R.-.3.4.5.5... 1.2./-3.1.f.2,M.� SP2 - FL10456.42 ESR-2813 .................. I ....... . .... .... � ......... SPT24 . ....... . ......... . .. . ...... ......................... I ..... FI-17244.31 .... � ... I .......... . ....................... � ............. . ........ .......... I ................... I ..... . ............. . �- ..... ESR-3455 ..... 12/31[2020 SP4 FI-10456.43 -'..J2../.3..1..1..2.0.2.0 ESR-2613 .... 12131/2020 Flords Departmient of Business & Professional Regulation Pagi Building Codes and Standards X28i ..... � ... I ........... I .... ,� ... 1. P - ... I ... -1-1 ........ �� .... ... � ..... I ... 1-111--1 ........... ... ..... --.-.--- .......... .--.1 SPT(3 . � ... I .... - .......... ........ iy� .�� ............................. ........... I ....... I ..... I ... � ... � .... . ........ . ........................ ** ... . ... .. FI-17244�32 ........................... . ......... I ......... . ..... . ........ i�� ...... I ................................................. I .... I .... ... ... *"""''""""'""'*''-"""--t �� ... .... . .. . ...... . .......... . ........................ - -i��'. "i�i�ii�b ' - SP6 SP8 FL10456A4 FL10456-45 ESR-2813 ESR-2613 ..... i. ii - � ..... I .... -- ... . ............ I -- 12/3112020 CD ................ �- ....... � .... � . ............................... . ...................... � .. .. .... �[i .j� ........................... . . ....................... � ..................... � ........ . ........ � ............................................ � ........................ - ........................ . .... ESR-3455 'i ji�d�d - SPI-14 FL10456.46 -.- ESR-2613 'i��ijdz' Product Approval Application Detail ......................................................... � ............... . ......... SPTH4 ...... . ..... " ........ - .... . .............. I ... I . ..... ... .............. 11-- ..... � .......... � .... I ................. � ............................... I ....... R-17244.32 -.11-.11.111-......" .... i ... -1 ........ . .. ....... � .............. . ....... -, ... 7244�32 ...................... � ... � ............... � .... . .................................. . . .................... . ............................. . ..... . . � .......... � .... . ... ESR-3455 .............. -- ..... . ....... - ...... 1-1 ......... I .......... -1.1.1- .... I ... - ............ -11 . ..... -- ....... - ..... --- ....................... ESR-3455 I ....... . .. . ...... . .............. . ...... 12131/2020 - . . .......................... . ........ 12/31/2020 SPI-16 SPI-18 R-10456-47 R-10455.48 ESR-2613 . ESR-2613 ....... I ...................... 12/31/2020 ..... . . � .................................... 12131/2020 E QuallittrAostsence Approved fee Use Axioroved for Use knoact Onion 1111111111 Resistant SPTI-18 FL 1 -1244.32 ESR-3455 12/31/2020 U24 FL10655A41 ESR-2549 12131/2020 18 25 Ga. GuIfPBR Min 26 Ga. GuIfPBR Roar Panel over I x4 Wood 04fl2r2U24 Yes Yes NIA -NffiJ Purfins over 15f32&quot; Plywood -151.7PSF is 26 Ga. GuIfIPBR Min 26 Ga. Gull over i5f32&quot; Plywood 04112f2M Yes Yes N/A -NAV .............................. 0 . .... . ...... I .............. I ........... ....... ............. ii.T�ij .. . .................. . ...... ... I ... � ....... � .... I ... 1-1 ............. . . I ... I ... . ........................... . .............. I .... . ..................................... � ......................... I ESR-3445 . ........ I ..... . - ... . ..... - ..... . 12131/2020 HHUS28-2 FL1 0655.3 . ESR-2549 ....... � ... � ... � ............................ 12131/2020 -4--# a) THD28 FL17232-16 - ESR-3445 12/3112020 HHUS410 FL10655-4 ESR-2549 12131/2020 -154.7PSF 20 28 Cla. GuIfIP8IR Min 26 Go- Gull -w Ix4 Wood Purlins over 04/112r2M No Yes NIA -NIAJ 15f32&quot; Plywood -151.7PSF 21 26 Ga. GuffRt) Min Z6 Ga. GtMRib car 1x4 Wood Punters over 04112rM24 No Yes NIA -Ni 15f32&quot, Plywood -164-2PSF 22 26 Ga. Guli Min 26 Ga. GuffRib over 115/32&diuot� Plywood 0i No Yes NIA -NAV I .... I ..... ,� .... � .... I ... i� ... I.- ... I ........ . . I - ... I-- ..... I ........... �.� Yi ........ � ............... � .... L ...................... ................. . ............. 1-1 .... . ........ . ........ .....'.--.... ..... - ..... 1- .......... - ....... - .... -, ................ . .. . .............. I .... ------ L' ESR-3445 ..... . .. I .......... . .................... 12/3112020 HGUS5-25112 FI-1 1 468.11 . SIM200804 ............. � ....................... � ....... 12/31/2020 = (1) -C W THD41 0 ...... I ..... I ...... � .............................. I ......... I ............. I ....... THD412 FI-17232. 16 ........... I ................................. � ..... - ....... . .. . ................................... FL17232-16 ESR-3445 ......... I ........................ I ........ 1- .... � ..... - ...... 1--.1 .... - ..... I-- . ...... . .......... . .... . ...... . .. . ................................. � ESR-3445 12J3112020 1-1-1 .... 11, ...... . ......... -.. 12131/ HGUS414 HDQ8-SDS3 FL11468-10 FLI 0441 -1 SIM200804 ESR-2330 12/31T2625 - .................................. -... 12/31/2020 - THD612 FL17232-16 ESR-3445 12/31/2020 M STAM24 FL11473.19 SIM200802 12/3112020 -159-2PSF 23 26 Ga. Guli Win 26 Ga. GulfRib over i5132&qL#d; Plywood 0411122024 Yes Yes NIA +NJAJ -159.2PSF 24 26 GEL Gulfillfib Min 26 Ga. Guli over 1 x4 Wood Punins over 04/lzrza24 Yes Yes NIA -N/Al 15f32&cju.t: Plywood -1S4-2PSF 25 29 Go. Guffli Win 29 Ga. Gull ever ix4 Wood Purlins over 041112F2024 No Yes, NIA -Ni 15fJ2&quot; Pywood -1Z3.5PSF 26 29 Ca. GulfRib Min 29 Ga. Gullift over 15032&quet; Plywood 04112r2M No Yes N/A -Nffij -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. Gull over 10 Wood Purfins over 0i No Yes NIA +N/Al 7116&quct G.S-B -101-OPSF 28 29 Cla. Gu[fRb Min 29 Ga. GuffRib over 7116&quot O.S.B. 041122024 No yes NIA -NIAi --...' '-'''-"""-" bRi . ......... -' .............. . ........... 6. fi�� .... � ..... - .... . .. � . ........ .......... � ................... � ..... � ........ � ..................... ...... UPHD8 ........ . . I ..... .....-I... . .� . ...... . ........ 1-1-1-1 ... . ........ . ...... � ........ . .... r i ...... . ................ � ..... .. ........................................... - - .... - + .§. 5 ... I ... � ... -- ......... -.1-1 ...... . I ... I --- I .... 1-1 .... --1 . . .................. � ... I .......... I ..... - ... � ..... - ........ . .............. ...... ESR-3445 ............... - .......... .... .............. I-., I" "-" . . ............. ..... .. .......... ... - " --, - "' ion Report ............................................... I ...... ..................... . ........ . .................................... . I ...................... � ....... � ............ ER-= ....... . . . ......... . ............... . .... 12/31/2020 ' ' ' ' - - "-, ' - ' ' 1213112020 .......-I..."....- ....... . ..... 12/31[2020 MSTAM36 MSTCM40 HHETA20 R-11473.19 FI-11473.19 FL1 1473.9 . SIM200802 -.-'iJi�ii�d�' SIM200802 SIM200802 ............................ � ................ 12131/2020 - ... - ... I ...... � .... 12131/2020 � M > 0 M > 0 L- 0- D- < ................. � ...... I ... I .... I ................... . .. I ...... � ...... - ......... - ....... . ........................................................ � ......................... . ......... .. ........................................................ � .. ........... I ..... I ....... I ... I ............ � ............... - LGT3-SOS25 FLI 1470-7 SIM200803 . i��ii �6' ................... � ......... � ..... � ......... I ...... ---- ................................................... . .. � ........ - - - ......... � ............ I ... � ..... I ........ . ..... . . ............................................... - ......... . .. . ................................ . ........................ . ....... � ......................................................... . .................. . .... - LGUM26-2 FL11473-12 SIM200802 12131/2020 - - - - - - - - - - - - - -116.0PSF ---------- -- ---- -- - - -- - - I 1 " -0-i 0 =3 I I I Search Castle I I 1 1 Code Version: 2017 FILM 11651 -0 Appiteation TVpo: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Applicaffm Status: ALL compliance Method: ALL I I I I 0 L- Quality Assurance Bit" Contract Expli ALL Product Modat, Number or Mai ALL Product Descripff : ALL Approved forum In HVKZ: ALL Dee Approved for use outside Ill ALL hinpact Rest : ALL =Iessurv- ALL Date Prove: ALL < a) ALL a) - . -*--a 0 M M Code Entity or Dole Date Date Pending Date M= Version Manufacturer Contact rnainser & License Validated By Submitted FBC Approval Approved aid= Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F, Norero P.E. Locke Bowden P,E. 08/17/2018 08/17/2018 08/23/2018 10/0812018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 = < a- Subcategory: Products Introduced as a Result of Info@smatrilvent.com New Technology -0 ia- C v "Fripliance Method: E oustim Report from a Florida Registered Ar�hitect or a Licensed Florida Professional Engineer , " , , , "I" t�� "'�' "� �-, '��- �' 11 � lv'��� 1�1, � � ... "" I -'� � - I , - - "', � - ' ' - - , '' i- � " �""'w"�' "', , 1", - '��- 1, , , �,', -1 �� �," P �'�' 1�11 -1 ' , , 11 ""1�',-"'' � , , " - "I WWI'", 11 I "', � I'' - - - �'-' � 'n", , �" I- li"t� �" -� , - , " ", - 'i,,-"" �-,,�,,',,-,-.-,�""",�,��',-,"�,- -11 � " , - I - z ""', , � - - I - I# �" "I" -,' ` �� - ` ' � ' 11 , -1- '� - - � " , '�'� I �' -�'�' - - 04�w -,, � , � . I � , �" , "I' r � � Quality Assurance Approved for Use Approved for Use lmoact 0aslan fia lit HVHZ Outside HVHZ Resistant Pressure I S :rtvent Model #1540�510 Dual Function Flood and Ventilation Vent 12131f2020 Yes Yes NIA -100/-100 2 Smm rtVent Model #1 540-511 Dual Fmctlon Flood and Ventilation Vent 12/31 r2O2O Yes Yes N/A -1001-100 3 SmartVent Model #1 540-520 Insulated Flood Vent 12/31/2020 Yes Yes NIA +loot-100 4 Smadvent Model #1 540-521 Insulated Flood Vent 12t3l/2020 Yes Yes NtA +1001-100 5 SmartVent Model #1 W-524 16&quot; Garage Door Flood Vent 12/31f2020 Yes Yes NIA NIA 6 Smadvent Model #1 540-570 Wood Wall Insulated Flood Vent 12t3112020 Yes Yes NIA -1001-100 7 SmartVent Model #1 540-574 14.5&quot; Garage Door Flood Vent 1213112020 Yes Yes NIA N/A 0 " - L M LLJ C �F = < Z CD --i z < __J I 0- I SHEET NO. I PA 1.0 N N .}tee O Q O ^� ♦� W cz V/ O O O L _O O O IL - O O > .� N O i � /� //'�� .� VJ t• O Sri U O W O L �� 0_ C U O U U WC G a z z Q J SHEET NO. PA 1.1 Florida Department of Business &Professional Regulation Page 1 wa Florida Department of Business &Pro fessional Regulation Fags aaa Building Codes and Standards +vlvzole Building Codes and Standards 1v1zr�le Florida Department of Blrarlesa $ Professional Repletion Prge i a i Florida DepartRlent Of BIl�IB66 $ Professional Regulation Pepe + a+ Product Approval Application Detail 1 ! r ;Il�,alirldilt7hlli:I11dIa',14tIlk illI'll ie4rtu)...,:i III I. u I 11 1II 11 1 N Florida DepartmentOfBusiness d Professional Regulation Building Codes and Standards Product Approval Application Detail rem PlrZDl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel a I 1mr2020 Florida Department of Business & Professional Regulation paig i Building Codes and Standards Willing Product Approval Application DaW Florida Deparlrnerit of Business & Professional Regulation Building Codes and Standards Product Approval Application Dal page, of t i m is CA L � 0CL CU � - ^^ ,, =J 0 L Q (id � L 0 '^ CU 0 = 0 � CIO " C O , — /4.— tIO O C }. V O '^ cu LLDuels %+— � �� / A.% � y� CIO > O NEEMMFLM"i&M Code ErAl or late Date 2,1, Pending [me Iype Version Manufacturer Contact E3lalrger&, License Validated By Validated Submitted FBC Approval g 91" Revison 2017 GAF Michael Stich Robert Nieminen Jahn W. Knrsevich, PE 12/11/2019 12/ilM19 1211WO19 ding FBC Appn Category: Roofing (800)766-3411 PE-59196 (954)772-6224 Subcategory: Asphalt Shingles mstleh0_gaf.com Compliance Method: Evaluation Report from a Fonda Registered Architect ore Licensed Florida Professional Engineer FLS101244t25 Products �. Assurance Anoravad fee Use Approved for Use Impact Design Seo A product Model. Nunberor Name Frail Oeacrlotlon Cwdract Emitdlon Date In MVMZ Outside HVHZ Resistant Pres 1 i GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated. Stab and 12M62022 No Yes N/A TYA hipmdga asphalt shingles CodeFAIt4 or Data DataData Pending Dore Tag Version Manufacturer Conrad Enalml & License Validated By Validated Au"ll FBCAnoroya Aowowd Status Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Nest Locke Sol P.E. 10/192017 10/052017 1020/2017 12M2/2017 Approved Category: Roofing (417)62"644 PE-74021 (334)300-1800 Subcategory: Urdolayments Kerneden@tamko..mi Compliance Method; Evauation Report from a Florida Registered Architect or a Licensed Florida. Pofessional Engineer _ Fl,1�Ji?25:-t($,PF9d L . "- -: -.�, ; . Qualm; Assurance Aoorowd for Use Aporowtl for Use Sea N produot Model. Number ar Name Product Desain6on Contract Etmlration Data In HVHZ gialik a NUNZ R�sttam ft—SSUM gob Bookg to 20 Dam P.Whm 20gm jyya visited mastailealit giod !wdooLLr� VWddmm imbum JMBWW FMAODMvd ACOFOVed Beat Revision 2017 LY. Thompean, bd dba Thompson Arableadttl Tony CNMean 7-dory R. Nest Lade Bowden l(VI 2017 10/10/2017 tOn7),20,17 12112017 ApprOYW Metals Company(TAMCO) (813)248.9466 PE-74021 (334)300.1■O colossi Roo Mny0ownebOm Ag.00m &tbCSYaoy: RwFA AocenoW that am m InMgml Psddtlne Rooag System CoamPaaaaag Undo* Evatuatlo RePof1 from • Florida Regional Ardtbed or a LMMred FMtkM PmkwMtMl Engkraar Associated ibr Lim� a� I mgPmOMt�mtldim S 1, HVHZ 9WWml0Eli noi" Imam■ 1 TAMCO Fiat Top OffR -lge Ved with Bon for TM ga 26 . steno roof vwdmtDr with baffle oamer2m Ym Yu WA WA EM rair I* do 2MLEENIM 20 lm v6roI■ m YMEMA .Awn" FBOAmnym Assigned�■la P4W M[r 2D17 LV. Thompson, Nth das Thompson AMYMonwl Tony Chrhahnan Zachary R. Pfteq Lotlte Bowden IWIOFA17 laflor017 101172M7 12112*017 Approved Metals ConO"(rAM00) (013)245,UW PE-74021 (334)300-IWO DWRaaara: Fro" 60Wog01 1Q.cm SubCsbaa/y: Roo" Aecuaalm that am an anrgrat Pod ofam Roo" System Canpltence laallagd: EvWlatl uon RapOrttlan a Fbrtla Registered Arehbad or a Llano Fbrka pm4nior1w eviR ear aam��ihl � long I� ton.! EMMOL S�a■mEas�m8le In Fri aaall AIM Blib m !martin 2 TAMCO Goownedk Veld 28 Oa oseer2029 No Yu WA +O/-62.6 6 No. 15 UL halt saturated o anic fell 10+182021 Yes Yes NIA N/A Fbdds Department of Business & Professional Regulation Fags, d, Building Codes and Standards Ifil le Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail fiMM04t2 FLMM84tt 2NI1 Enfta 2im 21k Do*PondbW Iah 2m Enm or Iym m n I Global EBdrAW AUm Validated ar Yt■Wd JAMWA FOCAMM s mom IYm version massigium FadomclLmlma V@Kdmbd By Muhl 2617 LV. Thompson, Mo. dui 7ho pson Arohbsahaml Tony Creasman Zsc ary R ledear Lodra Bowdon 1W102M7 101102D77 1aM72017 i2n21l Approved Rowell 2017 LV. Thompson, Inc, dos Tho isson Amhbdoel Tony Christman Zadrbry R. prMat Lode Bowden Me" Company (rAA100) (813) 24044M PE-74021 (334) 300-IWD Metete Conpeny (rAMCO) (813) 20-34M PE-74021 (334) U(I.1800 cateoery: RDamg loly®gotnetekwbv.com CeteBay: Flooding WmegomeskooRnY.aom anac.rgery: Roofing Aaceeorea that am wa atagCUdgo : Roo" AommoFin 9* an an M"Mi Pat ofine Roofing System legend Part done Rooelp System Cow4Amm Modw& EvatusWn Rapad flan a Corto#amoo MYhock Evaluation Reporthan a PmmknaWnarRa ArdlBect pare Lloensad Fbrla Erelmser �Registered Bad a e Lioemtaad Florida Fay t d 1 Florida Department o► Business & Professional Regulation poew, d, 11emn BWldkg Codas and Standards verm,e Product Approval Application Detail FLMSIBM YaiLmd iaihmlyd tOCAWrMM Am ynd AWN arm Ylnim ! 10/102017 10111011 10472017 121122017 Approved Ravbbn 2017 Floridb Mall Products In cas0or.ROOM euDCatsaary: Real Aoceparim mat am an sMpal Pat ofthe Roo" System Georgantas Marhod Evaluation Report from a Florida R@VWMM Archb d or a Licensed Florida Pm bubml Engineer Am■yedfar Lim a■m7tsdivim WSW 12n1a 9WAkA ■Om AonnWMto, Lim Ab,,Vd for that WANI 21MM Ent Nat P Ill Out" m'S mtl tile! In Ill !�� l IRlsm■ 3 3-FLAMCO &quotRV 10 Riga Venl&gtnok 3 TAMCO OIf42lpe Roof Mntwbh Bailie 2ago.sbnMmoflwnIs I with' mRaWaled basis ogiow 0 Yes Yes WA WA 4 TAMCO Rooad Top Ci Rides l/eM with Bw% forTlb 28 give sstie fad variation, with bdBb ONO 2028 Yes Yos WA WA Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 120/2020 Product Approval Application Detail Code Entity or ggte Data Date pail lnp Data Type Vorste, Manufacturer Contact Enalneer8llcense Validated IN Vall Submitted PBC Approval owtl &atus Revision 2017 Sorel Rgoftng Anderson Robin IAPMO Uniform Evaluation Gary W. Walker 10/182017 10/062017 102lrX17 Approved Category: Roofing (801) 350-0091 Services LLC. (205) B64.0160 8u6Catagory: Robing 711es RobinAndersoniQbaal.co Corapilance Method: Evaluation Report from e m Product Ewluaion Entity FLNr94s-B,Y Products` . Quellty Assurance Amgen for Us! A,crol for Uzi Ime Sao M Product Model, me Model. Number Na. 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HUYNN John toy (613) 0643707 PE40122 (362) oss-al l 101142M7 10/132017 18282017 12n2t2017 Approved SOCNO : Products Imrodead Us RMue of �Tedgragogy �ao.n Coapanoa ill~ Evaluation Raport from a Florida RegWWW Amhk for a LMNOW Finds PMb$OWW Engineer a NibLa■■Itm AI■maned for use Assigned for Un kneel etch Nat P dram 20*Ltzswm§mao In Ill alowLt= anivo Pnmsm 1 Dusab` Pmomt *Nr nnald Caerote Pmlurm PtemN and Pfoum"d Cocas Unbb 0620=4 No Yes WA WA Florida Department of Business & Professional Regulation P.O. I of I Building Codes and Standards 1/7/2019 Product Approval Application Detail Code Entity u Date Date Date -pea lira Dale Mills Version Yatalljo rear contact EnalnearIll License ValidatedBv Validated Submitted FIXAporl Bgproved Status Re -loon 2017 Lomenco, Inc Andrew Carta, James L. Buckner, P.E. Steven M. Union. 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