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HomeMy WebLinkAbout3160 Lytton Hall Dr•- w 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 or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, RIS, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Gig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO 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 Latin. 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 ILL 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 0. E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE 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 Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. 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 rmn OF 8I Lo IEN'141% 174e M 1551 INDEX OF DRAWINGS I 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 S31M 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. ,;f Y>; f l . NS E '•.. 's ti G +: ��� ( O� :Cur ,,. ZZ -. p E>,ca� 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. tW `W` r E Op '0m rn C',m m N co,OO 0) C'*'-' � cc:L co J -A � rum L U" fA:19 M o, 'LL.-� fA U)NM w vim CL UJ Lu 13-� > .` � -Z 0UEZ o¢ W 0 t on;S 0r Smo_ 0 W Z IL moO :'t N CN Lo O a z < °� U F 000❑ W z N O Co z Co o Va z J M' d N N — M z o _ LL `V ' w O � V 1> 0 tJ1 C o ® U w m m E $ zl� _ U o °� • In Y o � W �E =o ��<o Q E �� ¢V Z® rcu x J VK O o E N a` s 40 ¢o a WW T (p C C U m� o oLL Z Y m ¢ ° ZZ to 1 N Q ag Z ao nw Q ¢o �LL CD Z >_ V 0 C o� g ai m L fa C� n, W T M Q C m 2 T CD IUD L0 N J 00 IUD 0 E = M o Z ca c E Q j6 42 ca a U � Q a � JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. C S 0 J u7 co 0 1 N V c 0 3 N N 0 a E CD E .Z C C U C V ,a 0 i U i z i 0 0 01 v ti N N 00 0 0 n. N N 00 0 0 0 0 V) A H.B S3 O TYP @ 1 STORY 25-SH AC PAD I 00 r� F BERGLASS 0�� 0 P URROUND iv - in 13 5'-0 a " �„ - I BERGLAS URROUN T-0" 10'-4" 10' -5" ca 1„ O 0 `M 2 � I �_ 'h 100 60"x36" `0 TILE N C ' OWNER'S SHOWER - L. N OA T A O �a `' SUITE 41 C I BEDROOM 2to 7 5SH 1 BEDROOM 38'-0" 8'-0" CLG. 16" DEEP (0 CLG. CARPET N 1 ? 8'-0" CLG. I CARPET 3'-3z■ 8- I "' 8-0„ CARPET 2'-4" 4'-2" 3,_ ' c� 8'_04" Cut) 106 �s� W. 1. C . I 2ti68 2668 in r A I (3) 2x4 #2 SPF A S3 S3 w/ DTT2Z to AHU $'_0" CLG. j 4068 B.F. OI 4068 B.F. TYP @ 1 STORY TYP 1 STORY @ N CARPET 1 -------------� C; =a w 166 ------_ _ _ _ _ rn- z _ R&S T'N -- -------------- o R&S N R&S L6'0 R&S 5'-8 0" 4'-0"I -' -_ } - - - - 20 8 1 H AT T-4" I I G I I' S3 I d , (3) 2x4 #2 SPF F O ER ' - b I 16'-52' I in rn w/ DTT2Z I 9'-6" CLG. 6'-10q" TILE 7, 4$" I 17$ co 8'_3" 6' 8„ 60 CAFE K 3068 Ci � `n q `° I I VAULT.CLG� oO LO CARPET ___________ 171, BUILDER TO PROVIDE o0 D.W. APPLIANCEPATIO J I N W.H. PROTECTION WHEN CC D REQUIRED PER FBC S3 I I I 1 1 O I I S3 I I ENTRY R 0 io 4'-0" 2:12 SLOPE CEILING 0 o 1 0 0 1 z Z-6" ii�`� _ � U r4 Ix - I I I „ 8 -0 CLG. I O I0 BOA¢ I II■ 1'-41 1 LE '� I 11 1= C- J .... T IrKI I S3 '1 1 1 I I I I N I M 2' 6" ►/ I 20'-04" I I I 2, 2" I I ___j I I I O 1 1 ' co AN RY W- U)W 0 I QI EDGE OF SLAB 2" BEYOND WALL 1 2 I I 1 O o co 0 OPT. `n o I I > -ROE iv�C'3 5-SH 16"DEEP DRYER VENTcoN THRU WALLI x 2 CAR GARAGE`FAMILY RM JHAA _ R&S __ 8'-0" CLG.VAULT CLG.,8„20,o-„ I ICARPET r NSC NB X I iv iv I I I I TYP / a. co I co K @ GARAGE n1_ n i� 0 z I I I I I S4 OPENING rW J L- - - - - - - - - - - i I N 0 2868 TIE L 2868 I - o I � i A � H.B.T TYP @ 1 STORY 46'-0" '4" 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 20X26 18jX25j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20X50j 18JX50 S.H. 15 20X63 18JX62i S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27�X72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j4 X 50 j 36 J X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 381 52 J X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 # X 62 j S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 (D +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET H SEE SN SHEET �4Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1 ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/13-13 KRAFT FACED SCALE: %4'=1'-0° (GARAGE/LIVING) r ,�a�a�aattlil�►�p��,�, 'IV NN111 Q' C� A 4ROFES5 \Oe����� o+f f I I I l►t�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q d E 00 00) 000 8', N to N V p00 iX CD J M N r LL LL M Cn LL `- LL CL a tlJ"1 W fn ai C LL a.a W p > Z .L Y -0 U) 0) a>o m O W'm 0 - co g 3 IL LL 2 Earn o a g rn;9No N Q M Z U J V WO ❑13�❑ M co z N 3 z z Q d N N a z N c 0 ro Ui Y Ill O a O - w F N•6 N C)!: o o f- °0 „' c)wi F- w- E o i I = � C) 'o °� • Q o � em ti CD to o� z Q E QO <N 0 E: U a z® °w t ~ f0 oQ UO Ott N �o <omo �Z CO ra c� _ U oz Z to J a z Oi w0 O U �W W aLLw tg o �LD0 w� �o O v i� ¢ a= O ~ �3 J �M > (� iv 2 N T O Q C Cfl co 0 C:)V J �.(� o L i E E r T T M O Z z :3M E O y a) Co E U w d ° ¢ 0 JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND 0 M O M KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 d COS 04 MM 7 CcM HOOD M 9 i O CV O M 0 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER C — O CV FIN. FLR. KITCHEN i 0 5 t\ BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL 1 SHWR. SHWR. CURTAIN HEAD ROD fl- TOWEL BAR IN TUB OR SHWR. SHWR. o o VALVES SOAP = DISH 0 ir n M 7TOU B BATHROOMS, SHOWERS AND TUBS DOUBLE RODS M MIRROR OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS -� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP --, 30" H BASE CLOSETS / LAUNDRY CD 00 U t O 2x r } Lo. 0° FRAMING T F— FO CO 1 /2" GYP C'? BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - �bN O M CV ISLAND COUNTER SCALE: 1 /2"= V-0" III O r CV CV FIN. FLR.j L j CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 i' i OWNI 1 f••�S E 0' 1 � 1111111 IiiVIM To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F00 � V -• aCOD 9 cc N t0 m N N N N toN LL LL 0 M (ii 7 LL T' b Lr_ LL dLu d di M W to M Z 0) �$o �00 Wmo�CD m��= < 20 IL W 2E9'rn NQMZ g Oo 5 Ov U F Z ❑❑❑❑ W N O Z �co O � O Z O (D Q v J ) d N M WF z V N C O V � (1)(0 - Cf1 I Lu a r7 n U a N c o �N � o X-1 U m w rn ` E o 8Rig = w _! c � � tZ V o r• Q 01 v' � w M z o Z � U- E U _ ❑ n, B o ? p o E N � ¢z o 6 W= L 0 m 0 z" o� o a w V �o Fir =3 O �w w� ao VO o �~ U 'S =M 0 = ` > c e) J L fd r CM r1 0 m (D co O N i oo O 2 L0 r d > M o Z Z E O N E o m Q. E 0 U -j Q p _ -j JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS V x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0" 7-9- 12 5� 12 12 I I 5� 5 ------------- —(��}-------- 1" x 9" SMOOTH TEXTURED 6-0 .������ HEAD/BAND — 4' RIDGE VENT 12 1" x 7" SMOOTH n TEXTURED 5 SILL/ BAND HEEL 4'-8" a, — — T.O.M. I _I--------HDRHGT. -------- � 1 0 bo io 1"x 7" SMOOTH TEXTURED SILL / BAND F.FL. FRONT ELEVATION - Al TEXTURED CEMENTITIOUS FINISH ON G.M.U. (TYP.) 12 ;Z:::�5 SCALE: 1 /4"= V-0" 19' RIDGE VENT — — T.O.M. 1'-0" TEXTURED q CEMENTITIOUS co FINISH ON C.M.U. (TYP.) ---------I ----------- F.FL. LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. *'ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT, Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �1. I , 10 _aOWN SE Z N i •' F i,.0 R O F E S S\O, lullllliiil� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q S� 8 r� Co O N # N 0 0 0 CD0 J J m N N IU LL. LL. y CON a ai m u_ a s 0 Z> Y aZ O a CD � F O•. wN� m m O 0 ILW 2ET;, Boa- 7'LL V N QO � NQmZ U a I— 93 U Z � o Z z � Q M d N WV1 _ M z o 0 t>3 U u 0 $ '� • 0 o o Oft win U M E O q zl =w U 0 • n Q 0 w M z¢ g z J LJ_ Q us w I Q o E v ¢0 =® oa WK I— �o ¢ 0 U Z O CIt oY -Z ro N C o U N m o Z Z i v m W z O R a= 01 3 yM > M � ui rn m O W ' r ^ ' O (0 n W m = O N O CY) Lnt-- Ln 00 Ln T_ cC0 N r 4i T w CM 0 z M M E Q y z c d U Q p JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 3.1 3 c a> -v v i 0 0 J L0 0 I N J iK Q> v x M O J 0 0 0 i it iv :2 i yrn 3 FV- Q N N Ca H E: O 2 L N N Ci O V 0 C c_;- V d O d U z y Y 0 c 0 J a� LZ 0 0 0 N v 0 O a. N N 000 iu 0 q 0 0 m 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —� 16-7" 000' OFFRIDGE VENT�4' OFFRIDGE VEN 12 412 - — — — — — — — — — — — — — — — — — — — — -------------- — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -------------------------------------------- M --------- T.O.M. HDRI REAR ELEVATION - Al 4' RIDGE VENT SCALE: 1/4rr=V-0" RIGHT ELEVATION - Al Or=1 r F. FL. 2'-0" o bo 00 CD General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. zr = I ,t; 4 ,Eo yo N o • 1 '••, FL 1DR O F E S S\O� 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. 6N W E pipp c��Oy Q O O� iv 'co NO _j iL W -LL n.a rq M W y Of a mrnLL as W o > c ._ Y Z 0 rn 0 WZ 0 19 .`—° C& '- m 00 O C W m o r- co m ¢�Qo IL N<coZ U 0 W 0 Z o _ co too ro � Q Z J M � N M cn Z ° _ Ln s [O ry Q o W to c E �N N y Jim U 03 E O $ ® w I'•. _ Q z U o y c co a Q 9 o rn 40 o � w M oo3 z U_ Q E � E U Wo z z ¢N z® an F— C CO E X00 OQ 6Oz �OV o' ic N M�o t az �� =. N C _ C xY o Ott z,Z J a 0 ¢w �o N o� z go !Z > 3 ¢ r� 7o a w W _r I- c az J =3 �o >� o V w� z¢ o OUP > M L f0 r ■> T' M �"•• > L 0Q ca W m = �..i O p Ul) J 00 IUD O E T T c T M O Z 3 O N E N Z (6 d E U Q p JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP _ CAP 2" 2" *NOTE: N 1" iv FOAM TO BE USED 1" RADIUS in ONLY WHEN ^ 3 1!2" RADIUS 1/2" RADIUS �M (.a REQUIRED BY COMMUNITY � _ 4 1'-54" iv 00 = SPECS. IF NOT, MIV 1" 2" OPENING VARIES 2" 2" N 3/4" RAL7IUS DETAIL TO BE 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES EDGE OF 1" OPENING r VARIES 1'-4'" 0 22 VARIES T M 12"' VARIES iv 1 1/2" RADIUS rTN 4 42' 2 4 � � r � 2 1/2" RADIUS ; 34 4 LO e M� Mld f —c C'7 CO VARIES 12' 32 11" 32' cv �N 3" 1" 2' 1"" 1" 1" BASE BASE • MI7 1n 1n 4 4 3, 4 / 4 • o c� I I 00 N rN 11n p 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 19 3„ ONLY WHEN REQUIRED BY a V-6" f COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" d�N 1" 1'-4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24n • EDGE OF OPENING 6 ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these N drawings comply with the 2017 Florida Building Code - 1 �" �rj Residential 6th Edition. Engineer's signature and seal is only for 10" 6" the structural engineering portions of the drawing pages bearing - Engineer's signature and seal. 21" - N W m 4 � W tp F' CO 8 N p Qp��p rsb� Q N iL � LL L a � Id' M N N 2 L. u- r� D 4k W N M N W Lll lit T � L z 0 Y 4 6" to cn W m o „ Qo_ 0O❑ 1u - ]2' 4"" 3n N 2 2"r N ii M Z rn N o 4' ❑ D S 0 MO 2 / > > z N¢ O U ❑❑❑❑ W 1"" 1-1/2" THICK 1 o 24 32" z M N 0 M Q - 2"fin c Ml 'la _ M 1'-4" 3" _ JJcc 54 yy CO U'LL cl IN - "I 'I - �-IN 0 C'7 Vi Y ('6 w a Eli IL 4" 1" 12 VARIES VARIES �O911111111111111. c� c o 2 � 0 8 Q w F— m `;. z > • VARIES VARIES wig c 8 �Q 4" 8" P` o �—1 I I A,32 �4i M z 6" 4" KEYSTONE F11 b KEYSTONE F11 °D �` � w ffi 12 OPTIONAL OPTIONAL Q 0 �z ❑o F� o uo 60 a¢ °oc O 2' 44' RQ4r„ 'v 3" N w o z 4" GARAGE DR. OPENING 4" 3 4 T WINDOW OPENING 4" 3"' m� 4 .= C o. o° NOTE: W N m a w 2 2 • INSTALL OVER STONE, TYP. w Z o 82 • FIN. TO HAVE TRADITIONAL Q N z LOOK & SMOOTH FINISH o m k VARIES • FOAM/ EPS MATERIAL IS N o ' • • • • ACCEPTED � JW �~ w� o� IU NOTE: zQ • FIN. TO HAVE TRADITIONAL LOOK & 1 3 t 1 2'-1'" 1'-4" _ o cof2" • FOAM/PS MATERIAL IS ACCEPTED SMOOTH 14 1'-64' 14 12 54 "" "' 1'-12" 54" > (� J T-8" � N 4" T-0" 4"" L.. ra 101, iv r O (.0' r .r (10 "Q O L CD p 0 r v O N CD Lo J o LO N r _ .r— (.0 N T T CD T M o 0? • W co Z z E O a�i f6 o 6 ai Q a U ° Q p s/. 12" JOB NO: 20-0565 1 SCALE : AS NOTED i�E N� o SHEET NO. GENERAL NOTES: CD • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 9 ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets 912 copper to 20 amp ckts 00 AMP AM 200 910-2 copper to WH #10.3 copper to Dryer MAIN O or 410 SER Alu 200 amp Y10 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET FqiiF- HALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4'3 THREE-WAY SWITCH ?4, FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN O `' EXHAUST FAN/LIGHT COMBINATION tr �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) Q TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IM ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DISC. b WP PAT I O IN I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE '�WqN E R'S G U I T E ��CSD ll 1-7 �• �..� I I I 00 LO I CA I I 1 I I a-- I / I l I U.C. SWITCH FOR DISPOSAk I 1 I I � I ROUGH -IN FOR OPT. CLG. FAN/ i LIGHT PRE-WIl FA M I LY R.Po'I / =E / / / / / REF. NIM 11,:R1111110 FOR I ALARM SYSTEM I V0 C . I I -------------� N=3 / ROUGH -IN FOR / OPT. CLG. FAN/ / LIGHT PRE -WIRE / // �\ ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE i , BEDROOM 2 BEDROOM 3 t� M01 WP FOYER _ n GFI GFI @ 44" 7W.H. A.F.F. f - - - - - - - - - - - - I O I II 11 11J^(I I1 I I I 1 I I I.- v .J / QU) I GFI @ / I- a ll 44" / U GARAGE A.F.F. w rr w Q- I DOOR C7 I GFI � I I / J Q 0 2 CAR GARAGE I ha/ I I I I VERIFY LOCATION I I IRRIGATION ELECTRICAL PANEL gFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER ENTRY ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" i l,. 1') 1 rr 0 N 0 N CIO N 0 To the best of the Engineer's knowledge. information and belief. the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q c ECo o00 N CO s* 01 Cl) n J LL 0 N M r N m -O 3 _j OD J itW rL J n a M a Oj 04 M 5 W LL u Q aaW0 Z �CLL52 � to 0 K Y 0 ° 9 =�a mm0o W Fo o� o W LL EmZo rn _� � o W p a g tY 04 z ° d I" O I� ❑ W M � M Z tV o _ Z J M fZ N N M z 0 o � LL U% Y (aw� o0 .o ¢ v ' N ° fC5 r � m wigw �- E2 E 0 3 I zlr... = C) o ° Q rn rn 40— co Cl) 2 $ S Z Z U_ c6 E O E wo �� �Z >N ?® u �_O &¢ wof 0° S� aE N .o aZ ra � W� �Z Z Z J �m <w �z Wa) Fm of o �� a w m W o z �F co co W 0 °d dx Q d- z o 3 �M 0 = ` >M J ui rn m L t° 0 ^` W T 00 ^ ' W m = � f O C37 00 V) 1� r N T hi w CY) o z Eca Q a E • • U J a «� Q 0 c J JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 4 N N 00 0 4 0 m v ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper IN. of vSQ.entilation of vented ventilation IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: f4"=l'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. a \1\t fitrA�i N • i �„/ V r. � VV p F3'J to ��� RQFESS\O� ,a\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) 010 E pipp osp� C) "i fV '09C i i it O O O J J "- 0U_ u. M 04 00 M ti O •7 J y? LJL J a a LL N LL Q fq C" W >�� da WY 0ixoo Z -aM, N 0 m m C W Z M E T6 o a O _ a Q Z_( cous .. r� t- J Z < ❑0�❑ W M pp Z N O N z oWON J M d N N M Z � o U LL ,TVS .O W 0d Q ^ TC T W I E O V win r— U W w � r— 2 E o S 1 zl�. = U a ¢ 0 sm ti C CD W CO ch o 1 Z 2 � E Q Z Zs Q wz Z Z@ F- g U 00 p O N fu I. a ¢o ¢ wz L • @ jC _ z YOLL U N m O Z Z N J N m C� 0w Q W o 3 U W ao dw m �k Cj O Jz w� sr O �0 Mill cD V z 6 a �U M J ' M a; m L 9 c9 > r— > 0 m _Cr" v r O 04 J L O 00 LO r r cfl N r E r M r r-- ° Z M z E Q �; m m C CU FLU J Q J JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 5 G c d 54'-0" 3'-8" 3, 58 2'-68' 6'-0" 6'-0" 6'-0" T-10" 4 2. 3'-28^ 2'-98' 6' 6'-4 T-O" A H.B. S3 TYP @ 1 STORY -�- U.N.O. r----------- '�'+—p-—L—� — -------I--._mac--=�-i I--- .............. --- M t i 1 I I �, .. 17'-2g 2'-9" 2'-8" -11$ 10 I I: If. I I It , ■' : r r II II I _ I 0'-0" I ■ HVAC CHASE `Y' II I I, IL j I cv I o IMF I BASED ON LOCATION \���/ t } III 1 O'-108" Cl) rn o C J -� LO Hu r 7 — CJ cv 1—I_ CJ — CJ 2'-6"x2-6"x1'-0" M I W/ (3) #5'S E.W. 1T-58" 36'-6$° i I TYP @ 1 STORY U.N.O. l r CP IS3 G.............................:I........... ....... :I.: .. .......,......•■ 3-112" MIN 3000 PSI CONC. SLAB FO TOP OF CONC./ PAVER TO BE 4" ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. r- — — 6 I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 T-1$' 4'-8" 2-6'x2-6 x1-0 PROVIDE %2" x 9" N L N I MIL VISQUEEN VAPOR BARRIER RECESS FOR FRT. DOOR W/ (3) #5'S E.W. `* S3 v 60 -3 1/2" I 16-118 8 64. -3112" SLOPE EMill in I L rn --I_ N 1 �-' / \t ■ CJ I III III 11 D.W. IIIIII I r v o ■ ��I I I L__ _jP I .: I I I rr - ��Ia PROVIDE 1 Y2" RECESS N i : ; �W.H.i/ K CC S3 I I CC S3 I Buz I� r _ o STEPS AS S3 i REQUIRED I Io I FOR SGD. REFER TO I II L_ JIII 3 - T-41" 2 T-11" I 2 x cWn "0 PER FIELD II II I MASON'S SLOPE FOR I I IM I II III `D in CONDITIONS 4'-0" I I WIDTH 25'-6" II LL =JJ 20'-6' T-O" x v - I EDGE OF SLAB 2" BEYOND WALL ( (2) #5 VERTICAL BARS N KITCHEN ISLAND G BUILDER TO PROVIDELOW WALLS APPLIANCE PROTECTION S3 II CHASE TO WHEN REQUIRED PER FBC ■ I - INDICATES FILLED CELL 3000 PSI II - ISLAND_ —�� - - - - -I o _ w/ ( 1-CJ I I -I-CJ in A CONC. GROUT FROM FT. TO BEAM Il T S3 W/ (1) #5 REBAR VERT ABOVE SLABC� TYP LSHOWNL PLACES Sri TYP @ 1 STORY U.N.O. DD FT DOWELS 5" EMBED ( HOOKED WI25" EXT. ABOVE SLAB "GRADE 40 F -- -----I-3 L SLOPE I�"-'-- 1!2" STEEL" I �Pf 7 I OPT. D ■ , I 0'-0,& I o J I VERTICAL I 7 20'-1016" L----� 11 4'-7116" I I BARS O ........ ... ..... .. .... ... ..... ... ......... ... .. .... ..... .., ., . Z-68" A S3 TYP @ 1 STORY U.N.O. 2-6" x 2'-6" x V-0" W/ (3) #5'S E.W. 5-23." FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=V-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 w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .:• '�_ REINF. SEE FND. FOR ,;: •',',:' QUANTITY :r #5X25"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" 3. __,0, yy r x -_-] I. i v" •fe e• � � eeeee � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) Q Co p 10 fJ N h oo� rn m J J LL co N r` N Do U- O H = N a u- LL a a LL N Q Z-0U) 13 v) N�� w aim ��LL aaa� `sz ° o - 09 am°m ,, :L- N M n W ILmi m°'O' -¢'oa2 NQcco U05 W M N O O O N � o � — J M � N N * N z:2 (D o ( 1W LL T' fC3 (/j Y w o a w e�sa U m m w E2 £ o 8 d U 0 o w M C% Z z Orr z Q u E 0 a pa 05 XOV oa 0O o01 o E L az ¢ aZ K J • rB ❑ z U m 0 o Z 3 o 0¢ a V <o 1 'S o �'z z as =� �o C7 u a �M 0 _ ` > C'7 J a� m NO CY) Co W = U O N �• _ L J N I,() TV T o4 Ln 1T T CEO T c co co o Z z 3 E O �' cc E JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 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 H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD381 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD51B * 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 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-114" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-1Od 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 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING 1S ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" n � lr e0e��t��t� t1l O N. •�� `Z� -,J : - 4 : i h 0 F L0 ""OFES5\0 �t �r��`Pt4ffFtt(EFt��=t�E�e� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E m 00 0) O O 8 N N V O M N N mU-5 N LL LL n0) vt°o Lu 'iLLwan- �NM dwwLL of C)Wf-0 Z vrno' M W Q `motim �a� 2E�C�oa � T. LL W � " N R p t/! N Q n z U Z U ❑❑❑❑ W z N o S o o z v Q J M tl. N W v� _ M z 20 o CD v WLU Y O C) g } o N^ ,� CL s v , vo N �v win U m [2 o g I z� U o o co w z co M z o z U_ CL O zo wo zo ¢N z® ❑ n: t— XO a 0OU it z N (1) a p ¢ w z �Z WZ — L . � C o �Z OY I. .0 F O¢ Z, T2 Z J m ¢" 1z �� O O � i¢u� �Q a �f Z_ O i M J m 03 L f° 0 > r O o C.0 co v O N r LO I.f) .V N oo r U) 1—r (0 N r r co T T M d z E va B m d E U � Q uC° -m JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. 7 i J rf") aL> �v c M O Z. ILO CID L0 0 I N Q L N s O J to a I N -v v rn 3 N N v a FE N E S L C C J y N L v c U i O U 11 N N N v 0 U J N CD N 0 a 0 a N 0 0 3 0 m 0 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 11180. 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 �� . O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS Ell 8F441B/1T8F401B/1T 8RF400B/iT 8F321B/1T ® © ® S FORM & GROUT SOLID �. - •:iX77N Q b J �0 0 /5 BAR CONT. 8F12-1 B/1 T O VLINTEL DETAIL SCALE = N.T.S. E f I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/ 1 T U a tNOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength= 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. & Mortar per ASTM C270 type M or S. #S EBAR .(1)RETTOP MIN. (1) Q'D CLEAR ALTERNATE POWERS STEEL LINTEL e a O a #5REBAR ATTOP a 4 .M.U. MIN. (1) Rl 1-1/2" CLEAR w V C A 4 z GROUT D to , n y N < Q A 5 REBAR AT = U)m w O BOTTOM OF a rn r 0- Lu 4 - o 01* LINTEL CAVITY wo v rn Lu ` -BOTTOM ❑ it O O z REINFORCING ¢ d C7 0� _J LL w — 7-5/8"ACTUAL PROVIDED IN Z d i^n D D 8" NOMINAL WIDTH LINTEL a =' b 3:cNo � o a IL i #5 REBAR AT BOTTC �o A, �p AS INDICATED (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-0" LL O 5'-10" LL O 5'-4" LL O LINTEL PLAN - ELEV-Al SCALE: %4"=l'-0" f ,` >. e`er\ ... 414 rill UA �. 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. v � rn N ppv co ci MmnNm LL'LL I'� �LLc u__Jnw.a 6'-' W VJ W ° a_ Xo c)�°§ Z �rnO1 m (1) o_ w O m WmorN� m� 9 0 �oa 3 M� a' � y 2 IL a QMZ N U Z d� C7L7CJC7 W M N M Z N O CD_ (o Z o Q v J M IZ M Z � c� a V ll 1W r Cn Y U w � U o Q 'l�+ Ow F N E �N a o r— U M w rn ,— m E o g o�w. I = z U o �[ o o O GD w M M z O Z � ZO zN Q O Co wo 0' z® oa 00 — O E O ¢ p O O aZ Z N � �o o ¢ �Z L (6 (� C O O� Z C ZU to a`�'i F ° o Z Z 5 0 a W 0_� c� 3 0 w �G J o aLL �� =� �0 ;o Cfl V' zla a f 0 3 NM = >M N iT f6 M n1 W > r r( M .-. 1 , C Ilia /I Co cc T 2 T O N T ni 2 M M o Z ICU z :3 E O @ a E o v _J ¢ o c JOB NO: 20-0565 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 A5 OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSE WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ARSENATE ( CCA-C ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THEBOTTOM 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 Y 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1, 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1, 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD T F OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE OP 0 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: SERVICE 3.2. 1. THE 0 ERVI E 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 I 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„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1, FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. D T ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATE 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 318" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (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. Irrigationisprinklersysterns including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 Cjncrete oYerpoulr and mortar along the foundation perimeter must be removed be ore extenor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 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%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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. lilltleyla ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Qob A W Q ox ° C��r^\° - p •. F t-a..• j®��f'? 0 E E S S`O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W oo$ p oo pipp N N # at ci CDO C f in N C') N � a� - C d1 �M D7� J # W W LL U. a a vi Q Z C,�iLL W to >c°7i_ aaa.. W O _ 0 Y 2 ",Qo ato0 �i 12-- N `� m m O �0 W Z IL Ec' O) .� co p 6 fn 2 13 NaMZ 6 03� d < Z V ❑❑❑❑ W z N o 0 z z ¢ M � N E3 N M z 1' T tQ - N Y w 0 a U o a 0 w F ~ o � o ti06 � ® U w ` E o g m{... i = U o in `` m C::,W cfl M M zo� Z ILL. ce E o Co Q Zo Z® U Co - XO X Uo a0 oa Up U V 0 E C:)&a ¢o a z ¢W - ro Y Nm m� 0 O z z QJ Q W z (o � 8M �a z go �w (.Tj D o o Ja w� ,r �O C _ < a ° i: 0 = C e) = ` > M J rn m � W > r M r1 r d W = ON o CDo00T L0 ai E M to o Z Z E c) Lo m 0 E U J Q J JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE � RIDGE LINE w 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 21NCH NAIL LENGTH NOTE: 1* FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4° or 7/8" Two 3/4" wood panels or 2 x _ 5000s 1.8/1.7 wood panels 1-1l8" 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.$/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1!$" or two 1!2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap --� FILL CELL—\ r— STD. 900 HOOK �-- BOND BEAM TYP. �GIRDERTRUSS DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap --� FILL CELL—\ r— STD. 900 HOOK �-- BOND BEAM TYP. �GIRDERTRUSS SIMPSON MGT w/ (22)10d w NAILS � BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW .FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG.. WALL N.T.S. 1/8" min.) Small gap 2° min. 2" max. � 4' max. 4 Clinch nails when possible IR I 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Black 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING VerL. tical load transfer =1900 plf max along load bearing wall. Load. bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check. local building code for appropriate details in One 10d box areas=20 of high or=20 sinker ' ,r lateral load. nail each side 10 -0 at bearing. TANK -LESS W!H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR O 1'-O" o o ,-�� GAS METER d. � O tV _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-$" (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 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: -for vertical load transfer Load bearing walls when load bearing -for lateral support when joists �j meet over wall, or wall stacks directly over wall or .beam below Load bearing wall must stack over blocking and wall or beam below.* --� Provide adequate bearing for each lapped joist. Squash block 1od Halls SECTION @INT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — B�� A 1�" ROUND HOLE MAY -� 6„ 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 8 1'-0" 1 `-1 "' 1'-2" 1'-2" 1'-3" 1,-3" 1, 7" 1'-11,' 2•-4" 2 �9" 3`-2.. 3,-7,. Any 16" joist 12 1'-0" 1'-'I" 1'-2" 1'-2'" 1'-3" 1,-+9" 2'-4" 2'-11" 3'-7" 4'-2"' 4'-9°' S'-4" Span (it) 16 1'-0" 1'-2" 1'-2" 1'-7" 2'~5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7°-2" 20 1'-0°' 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8`-11"' .�_ 24 1'-0" 1'-1 " 1,_2" 1'-3" 2'-5" 3'-7" 4 =9" 5'-1 t?" T-2" 1 p'_9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES: HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE, 7.1Y" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAYBE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI5000s � 9-1/2" 11-7/8" 2-$d 2-8d 2-$d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/$" 2-8d 2-$d 2-8d 3-8d 14" 2-8d 5-$d 16" 2-8d 6-$d BCI60s0 11-7/$" 2-8d 3-$d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13i4"minimum bearing for each. I -Joist -can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I —I I t-`III—IIT-Tfl"`� Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM e SEE PLAN FOR °• ° . • .; . FOUNDATION INFO ° 4' ° 6 STEM FOUNDATION Filler black. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2"gap Backer Block "Top Mount" "'Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with i/4"-2" gap at top of bottom 1l4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth F, I -JOISTS BUCKETS N.T.S. GRADE / i—REINF. SEE PLAN AlC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE:. .UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° s° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0"— CENETERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PLUMBING LINE PENETRATION co 31, e , SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. IL IL CIL - LD O _W CIO J TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE ' d e°. as G 4 SEE FND. PLN. SIZE &REINF. + /++ + + + k\ ...... 4- -4- -4- F + 0 1 3 F 4 �f i A.; t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiat 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bear11- ing Engineer's signature and seal. M W vS � O p 0 M N N (o � J � �00 LL LL yM� SO) � b � LL a � � y M a ;m�3 c a rw � Y ,. , a y m m O Q W 'ca 01­"° W 2 E _� O � 4 = H FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N,O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7l16" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN U.N.O. CELLS (SEE FOUNDATION FOR ix4 P.T. BASE NAILER 4"x4"INSPECT 31/4" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB M AT GARAGE MIN PSI MAY VARY PER � TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH � BELOW GRAD 'E , L `° � 6 MIL VAPOR �_ BARRIER P �� p • a N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 7 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 Fi00K (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" Eao OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB I PAVERS—� BLOCK WALL BEYOND 1411%O.H.D. RECESS z 6. 4„ 00 • 1 F SEE A/S3 OR J/S6 —'`I! 11 M_ 1 I I I ►1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) C 1= I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH ``' 0. o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. I� SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK r 5/8"' x 10" "J"BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2 x12' TITEN HD @ 24 O.C. IlkOR 5/8"x10' WEDGE ANCHOR @ 24" 2„ a A.F.F. O.C.) a r31/2" MIN. a a ° a° a ° d ELEV. -0'-31/2" Z o d ° A.F.F. o �� 2x4 CONT, a a as d ° ga - O ,• D a ° a a s N °O n o d GARAGE DEPTH VARIES a ° 31/2"(min. -4" _ — d. - II f a. 9 4" CON U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (c SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS _ r 2x P.T. PLATE �,P ASSUMED FINISHED = GRADE MONO OR STEMWALL z FOOTING MONO SHOWN p o FOR CLARITY p 00 o p p o 0 o I III=1 _ _ _ _ _ —III —III —III —III —III I=111—III—III—III- z NOTE: p p o I=1 III i=III=III=II1=III-11 2 — III —III —III—III—III c\t *FOR BEARING WALL I —III —III 1i' T W/ UPLIFT ONLY- 1I I=1 I I=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 �IIII IIII II I I —I I i—I 11=1 1 1— FRAME WALL -III, ; I I I 1=1 11=1 I I-1 11=1 1=1 11=1 11=1 11=1 1=III=1 Ili-III--III���11IIii1lliilll���lll���1I1=�11=111=11�. TO C.M.U. WALL CONNECTION 1=1 1—i rD"� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6 x 6 W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE � V _ _—i iT-1T� 1Tf Tr (1) #5 REBAR w/ OPT. fiII = SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N co SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH N p .D . —II .II 6 MIL VAPOR BARRIER ° . , . ° 1 P . VIE COMP. SOIL. (COMPACTED TO 95%MODIFIED PROCTOR ASTM —�T—j��'���ij�Il--�jI I1=� I _=TIII III � fi 10" D1557) M IT=rLTr�l � rl l'r I rji>z-r-�� 4" 1'-4•" #6 REINFORCING BAR #5 STD. 90 HOOK TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE )C@ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS s� �` �31/2"MIN. MIN. b SHEARW) SCALE: 3/4"=1'-C 1/2"(min.)- 4" WIN TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ^(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ I WWF OR FIBERMESH D G j �_� 31/2"(min.)74' =11�11 �" IIGT (2) #5 CONT. 1 U.N.O. IN. TYPICAL BEARING WALL @ STEP SEGU�� _\0 ens' 2x STUDS @ 16" O/C �MAMs INSULATION PER FBC AND ENERGY 1c N FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [�GRADE60 MIN.FINISH GRADE °°Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] R 1 7/8" N z #5 REINFORCING BAR T I =Tf r #5 LAP SPLICE 36" MIN LAP 36" MIN LAP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 C W —I i—fly d p . W (2) #5 CONT. =1 I I, I 11 ON 3" CHAIRS (TYP.) 1/2"(min,)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6", .1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r . D.III O iTl-M-�Tl=Itlf 8" #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR'ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAIS •a.° <' INTERIOR e e a d. -3 1/2" a. a` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ E_ N I T � Cl) 6 MIL VAPOR BARRIER INTERIOR WALL 4l 14 1 STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE '-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 r ' WWF OR FIBERMESH d' a K S3 REBAR DETAILS rF WALL W/UPLIFT G SCALE: N.T.S. SCALE: 3/4"=T-0" S3 S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR SEE PLAN SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a - _ ' 0 11 TOP OF BEAM HTS20 SEE ROOF PLAN FOR STRUCTURALr c — — — —° °. ° (2) BEAM SIZE & % a CONNECTION INFO 2x4 P.T.I: e PLATE o.s.6. COLUMN LOCATION I: ;'1 - . • •. I I TIC I 2x4 #2 SYP P.T. FRAMING wl I I I SEE AIS3lJ/S6 �" MIN 7/16 O.S.B. SHEATHING"- 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j J 6x6 P.T. #2 SYP SLAB INFORMATION. Uj UJ W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" ��S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.0 MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �t ' SIZE VARIES PER PLAN cry W/ MIN. (2) #5 VERTICALS 0 GRADE a M FILLED SOLID (SEE PLAN FOR = _ _ = a _ SIZE AND REINFORCEMENT) 0 � 1 =IIa• =III=1 I IEEIII=1' Z w o III —I III—III—II1=1 I ILU LU w III=1 I I1=1I II 11- o , Z BRICK PAVERS or SLAB PER 00 = �I • •' • °• - z_ `L 0'-0"FIN. FLR. COMMUNITY SPECS I; I —I —III=III—III—III I I —III—III FOOTINGLU III III —III —I 11=1 1=1 I III —I i 1=1 I_ 0 1-III—III—III=1 BEYOND PAD REINFORCEMENT -III—III—� i— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 7 �C. LZ �VJ. • � r ' Cy k� 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 Edifion. Engineer's signature and seal is only for the Isrel engineering portions of the drawing pages bearing Engineer's signature and seal. IY 5 O 8 UUU N o9 y N 4k #k O O m V M NLO LO J J W LL "" O J N =1 J W W LL LL CL a vi NM a >m� W y ° a W0 13 Z ��°'_ = s- 0 O o m W 'M or- CO 0-j o m g Q W - Earn Z �@ N O a N.Q co Z un o ° d' � fn 2 U OF J Z d ❑❑❑❑ W h o M (D % N O W NNQ z O Q Q J (7 fl N M nNn,, _� IQ) ILL r V% Y (� Lu 0 a V a `- u, to c o �N n �m IV E2 s 8 _W 0 i1 0 o co • _C 2, 0 4m CD W M M � Z ¢ Q o E w� oa o <� oa V CO �0 UO Cl o¢ < V O< N °dz Wo WZ �� �_ - a Nm m O z z J 01 <w gN (n N Hw o°s ZZ gO a yw W �-W Jz 6Y ¢ F CLa� o CID 1< will J M ai m L f6 c� r .> r ^ ' O Cfl 1 m � T O O0-)LO N L.n 00 0 Ln Z— T CD N r E r r c 1"- M M ° Z M O a U JOB NO : 20-0565 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 a O 15, ` o 0 L 0 0 LO Lf 0 0 i i 0 Ra 0 0 i 0 a 12- L 01 N t� 0 E c 0 cal f/A U 0 a U i z I i 0 or N r7 0 00 0 hs 0 0 N N 0 0 0 m -o (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP SPACED EXTERIOR FACE OF BLOCK EVOENLYLS W LL IS 1 1/2" MAXIM J 12 ,�(—yP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE 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 A UM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" VARIES 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING —(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. SLI SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS 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 WA SIMPSON SP1 w/00)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T,S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D CJ4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 d c a as a d a a d a 8„ STD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q 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. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE _I J a r W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED: KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 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, -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d d $ n o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Sic A/NOO!'L �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41, 3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a xARAGE IOOR vvvn r r�n�,n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) 1 (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER `--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 112" EACH SIDE ' 2x STUDS TYP. OO OR r 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. S4. SIMPSON SIMPSON SP4 SP2 ; 2X STUDS @ 24" Q.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMLESON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCKMTR— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 48., SPLICE STAGGERED O�S'To, .\� • ' tl Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP 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. c A F= 2240 LBS �7�t SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �C 2x TOP PLATE/V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v 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 wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° a ° • 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) _ • HDUS SDS2.5 w/ (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE �S4:) SCALE:1' 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 / a °4 2X8 P.T. BOTTOM Pr IE� C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" D.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 • SIMPSON SP4 w/ (6) 10d x 1 12" S 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. era+ co [� •J 4-' u o���A°✓s�/ARO F E S SRO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E v w co gN U O C"N r J M y a a Vi N z M °i S U- � y a -a o Z � G_' Y 0 Imo a� Oo WCm W 0 rl- E m � W a W UM us rn9 & 0 N Q M z n Wo � U 0 5 aZ 2 ❑00❑ Z N O zo J M d N N z .o _ E t6 •0 C/= Y ,,,0 in0 V — ,,, o N o uss r— U in W m ® r— -M s $ 04'o 0 'o ¢ m 10 o o z W M co J ma z Q o Z. = 0o Z s Q Z® W� �- (Q X � < OU 0 r O E N d lip ¢o < aZ �z W L ._ M C _ G O _ < z0 Nm 8' Oz zr Z a� -' <� <w M_ C o2 z go CL o az �W U�0 x k o zl< a= a 3 =M 0 = co ai rn L •s a r r > co ^ O m � -0 T", O 'T p ai M co o Z CU Z O y 0 ca a U o M ¢ p c c JOB NO : 20-0565 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10 TOENAIL W/{2)16d NAILS SIMPSON H10Aw/ (18) O d x NAILING SCHEDULE FOR 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 AND NAILING SCHEDULE OUTLOOKER SPA FOR 2x6 WALL USE 10d x 1 12" AT EA TOP CHORD @ 24 O.C. NAILING SCHEDULE FOR SHEATHING DETAIL OUTLOOKER @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR :• FIRST FOUR 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)1Old 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EACH JOINT W/ @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , MAX.O.C. TOE NAILS @ M& (2 IL @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. END LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) — — I 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 0 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 THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED WI (2)16d TOENAILS 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) ` O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 112" 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 SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 M36wl 7) WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 48 M ' SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES ' OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 24" 0/C 4.2;x4 OUTLOOKER 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF • NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 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 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �,15 10d x 1 12" AT EA. 2x4 OUTLOOKER • REFER TO DETAIL J N `= SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR "' 4 NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING 00 co SHEATHING DETAIL FIRST FOUR ROWS INFORMATION cP OF TRUSSES @ 111,2 1/ 2"x4" CROSS BRACE 24" MAX, EDGES OF - WOOD TRUSSES - APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING x EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24' O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD d @ 24" 2x4 w/ (2) O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS NOTES• BOTTOM ATTACHED SEE PLAN FOR TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. c�' COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION B. . SAME NUMBER OF ROWS, SAME SPACING D UC,S 0 S,S ) _ SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ g ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 91NIMUM 2x :ROSS BRACING SEE PLAN FOR 10dx3" O/C OCATIONS) 2x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. W 1 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30-0 - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C Inin�n Tni lnnc e% 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w CL \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14�" 10d NAILS @ GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5. SCALE: N.T.S. S5 2x4 T BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 N TYPICAL qu GABLE TRUSS WEB -f SINGLE"L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -! FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20 -0 MAX 20 -0 MAX "X" BRACE SEE DET. J/S5 -t 1 t- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. LU Uj o d. O z o w Uj 00 o O 0 o T o o Q gv w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S E S5 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 1 "L" BRACING REQUIREMENTS 2x4 BRACING @ 4s" O.C, CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.0.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 010" - T-0" T-0" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^T ^ _'iUfm 1. pCMrlllly - 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 HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 1 II ffr ii 0 W r®� S E •+ P- 00 (0 < Gv `� P`�EIIEliIIt[xc t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 10T) Epp 00 eT)e�� O O N # qk O cq J LL a) N r N#* 0 N U u. LL a a 0 a � NM � w U � ��'u anW.iro Z 103 vrn0' 0 x �29 mm°o W m 0r 2 M W Z9 IL M 0 a N 0 Q j= Namz r J Z V 0r-1El17-1 W Uf M N O C)13 � N M t/ li 4/- 1 •O cn -6V W O ® Q to v . ,,., F E ws � � o LU of x _ ai U o • Q o o W M z O z J LL c zo g }N zo C ^ *V " Uj K@ o a H ro CL '0 o¢ 0 o o E N i a= wo ¢ � az ¢ .� can c . 0 zE C' wm <w z o¢ -z a MENCL V LL 0 & �w _ ~� 0o co F do 00 zla 0 `M = >M hi m L m 0 n, W r > Q LJ.. C co W r O N T_ Ln I0 J CN 00 LC) 0 N r M o cc z M E O N L� t6 C ca a U � �— JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. S5 4 U 0 O �I O d U Z i z I i 0 v 0 L N O N 0 0 o.. 0 N 00 0 0 m v DOOR JAMB REFER 1x4 1/2"DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO T TAPCON @ 16" O.C. & 4"LL'lx8 STAGGERED @ 16 X8 (TYP,) ` 40* FIELD BLOCK@ SPACING „ DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH n 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS n DETAIL STD. 904 ` D. 90°HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1od @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C.3 @ FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB REFER 1x4 P.T. ( TO PRODUCT LNOTE: METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB REFER EACH END W/ MIN.TO TO PRODUCT DIST. PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CO,*2'P'EDGE 2 ROWS 3/16" x 3-1/2" O O.C. & 4" FROM EACH 1x4 FURRING — TAPCON 16" O.C. & O° END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2, - L NOTC F.� @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8lvil�INTO NOTCH WEB THE I ` BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL +5A AT FIRST 2 COURSES ' ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONK"H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. Ss SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4" MIN. =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2 -O 811 • SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS ° BLOCK HEADER ARCH BLKG. & BUCK ° SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER of RECORD FOR OR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. • •4 BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-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 4Y." WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAID. SIMPSON 1/2" HD I (CENTERED) w/ 1)EMBEDMENT TO TRUSS TOP CHORD ���RyAN O.C.TEN M N 4USE AT 16' + `F + N MTh 1 -0rr 5 -011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OILFINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >. D ' D ,pP. T IN 1/4" MAX EMBEDMENTO K.) � �� �� PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° • • . : ' .... D, ° •• #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 -0 8 (5)12d NAILS SIMPSON SOFFIT + + D D a ..' D p ° p• 10" s ° CENTERED W/ g BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s D ° °� 9 H IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS - D a •' KNOCKOUT / N •• ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR - p MONO FOOTING , x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -� s D. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .111A. DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e - STANDARD a•'. b, SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 9� HOOK N • TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD FOR OVER HANG FILLED CELL, -,, - �, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , , ♦ s ♦ , . • , • N � . ,, , _, . 1, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" • INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG.STEMWALL PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrm_�� FOOTING SIZE AND REINF. PERLAN AND STEMWALL B-gMONO TO STEMWALL FOOTING -�---- SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON2"NAILHTT4 x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 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 a � O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-01, F F EPDXY MIN. 6" EMBEDMENT & U) FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE IL LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP It- NON SHRINK GROUT. p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o XD �--� D� w a A REINFORCING AS FOLLOWS: SEALANT : • P • _ I=I I T u- a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. -11- - - o III IT�-�=III TAG I -g PRESS PANEL REINFORCING INTO PLACE. MIN. LAP SPLICE W/ 6" MIN. - - 7T�I I �� D — � v #5x6' EMBEDDED INTO z 7 EXISTING FOOTING 9 (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCINGPANE L - SMOOTH. DO NO FURROW. - - ° i . D �F LO C N FILLED ELL DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE D. p - I I- ° SET BAR IN EPDXY O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° N Q REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. �Jj 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. `6t r' . y1r�ttttlllillff//e�f� SE ��'•,�, LU To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F �g Co ��y Q O N00 80 O D C� N J LJL 01 M c" a LL O U) LL N N W LL IT, 05 N �u_ d Q Z x 0 @.o woo m J ❑ m� a 0 1 f Q� W E a rn R a b a Q Z N M z V 0 J unW Z d ❑M0❑ W to M [O o z NE3 z J M d. N a Ul o W O Q)0L~ E �V) 0. N RT O m oilW � ~ o g I v o � 0 • ®® ¢ 0 � Im a C w CS C7 p Z Z Q L1_ QE zo 00 Zo 4N 9I— o N V z �0 Z® oa 000 nj C X U 04 -Wz Z N L °do 60 -WZ �� � C . C U N m0 o Z F oz Z J m Q w 20 0) 0w p� Zo aZ W N Q o w w �- w < MO o 'ct zl¢ a OU J E2 >M 4i rn L. 1° ' r n C o co _ O N L0 'T oo LO s- li o r Co N r- cM o z E 0ca a 0 cc 0 ¢ o C JOB NO: 20-0565 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. 1 A —WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS G.T. --� ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER IFRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFt (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS i1MPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT 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 o, 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION L° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� 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 OR 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 2/1312 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 VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR SIMPSON P w/ 0 ( ) 1 Old ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS N NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING 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 TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a 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 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. if" 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 6 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. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY r8N CONNECTION r22"� SECTION AT HIP GABLE 12 SECTION @ BUMP OUT �39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS a, \\;�0 0W �iQi:iC ro V: x � U s•' F1..O¢' Vo" '0?OFESSiQ�\���� �s'rirry! I I FI I I IN����` 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. 11- �E ao$Q O m 29c�3LL�pk N VO O c) 0 LL 5 W Lu U- aa mi M W C6 0� Z 0rnrn 10 0 owl,- R. c C N o r- � Earn W AlCL 'W" ISO 0 H g W Z rn2 N p N Qc*) Z In 2 In S V 0 0 W U ❑�0❑ t7 � � z o z °° io z o _ V) Y (6 M a .� — o o U m w m to 0 8 i =l,,. = ® co N O em ti c co w it M o� Z U_ E 2° zo _® 14 CL E° =WL ca o o¢ w° �� OE N a o �o Qo 2) Ww �, C'0_ mo o� J aa6 �z W N Q oR �o a ww 2 �wo o <1< '_ O oz Z¢ a o� U=i M Lo co J m B O r .� r '- O C CD m O N LO LO J N 00 Ln r_ 2 r CDN T am E T '— T— 2: M F o z t0 z N E O a. E U JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. D1 ^' ^ " WEATHER VE BARRIER & 1ARILY SECURE WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH- 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 O 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 1/2" DUROCK- 8"CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE d 4 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER �J RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF-ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING .5 g d 0. A -It X X W� LU PLASTER STOP LDW CONTINUOUS BACKER Lu ROD & SEALANT W W Q Lu W U-11° A U) 8 2 0 0 0 0 0 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 30 in : (0.6 cm 30.5 cm) R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ■ 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity 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 exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE DH SIVEAS SHOWN)APER TO SE A 1. Exterior window and door openings.. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 V 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional 4 <>- 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING S' 4. Continuously above all projecting wood trim. INSIDE CORNER • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground (�- 7. At built-in gutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE I � TIa THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS V1STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 1,_-SF LATH I� ER STOP A NUOUS BACKER ROD ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all }` r f 0 0 C4 00 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal.Co FW' CoE CO CD co cp co N 5M N N# N J LPL W LL n 'gLL ° 0 N U_ LL a a 1 a Nor >ci�3 W ° aa..iro Z 0Wo� --raU) o 0m Om o WW co 0 1— W Z ILN 2E°'m - 2 Q M Z �oa0 66 6 0 Z ❑ ❑ ❑ ❑ W Z o J M � N _ M N cD I'B w n � O tUt^ v' � IT E 0. N aft v m m E O $ d 4 W W M CM a zo Z 2 L_ Cl-E E ° w Zo Z© ¢� H x . O¢ : iu 0� 0, o� [V a azww o z Y U O Z � _ J y a §Q W . 0 a V g w �0 5 a �Tow k QE 10:EoCD za E2 co J cc nL W T L.L. W = �i O N o O I L0 N 00 T- L0 r = r (00 CV r T � (� r �- cM o z E QCU d E U Q p � JOB NO: 20-0565 SCALE : AS NOTED SHEET NO. W P M MountIng 8W*5 0-01 Gav"i +1(2"x4-1/2*X2Ar L41it Selko�-khg,'Nuti, I n a --T-raxln =I - 1414500-DrIllirg �krtvos AIC UNt Zvi -tom Edp, T PlCa'�L3 V In front) FrOIRK res-S Support (May be zut tG W) -#14 Self-Cidling 5-crem Thtu Wackm -& ]Rack Cross Support into A/C Um Swom Side (T-01cal: 3 6uh skle for hurkane use) INSTALLATION INFORMATION zw=w n M fill MP 0 a Florida Department of Business & Professional Regulation Page I of2 Building Codes and Standards 312E2018 Product Approval Application Detail code Entity or Date Date Date Pendino Date 7VD0 Version Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Anproveer us Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10M17 10/117=17 12M212017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 SubCadegory: Metal Roofing Infocgulfccestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Des Sad # Product Model. Number or Name Product Description Contract Famiration Date in HVHZ Outside HYR-9 Resistant --Pressure 1 0.032&quot; Aluminum 5V Crimp Win 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NIA/ over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/At Roof Panel over 15132&quot; Plywood -116.OPSF 3 1 &quot; 24ga. Gulf Snap Uquot; Gulf Snap 24 Ga, 17&quot; wide Roof Panel 04/122024 Yes Yes N/A -N/A/--131.OPS over 15/32&quot; Plywood 4 1&quot; 24ga. Versal-oc Uquot; VersaLoc 24ga 16.5&quot; Wide Roof Panel 04/12f2024 Yes Yes N/A N/A/ over 15/32&quot; Plywood -138.5PSF 5 I&quot; Versal-oc .032&quot; Aluminum 1&quot; VersaLoc min.032&quot; Aluminum over 04/12/2024 Yes Yes N/A +N/Al 1 5f32&quot; Plywood -101.OPSF 6 1,5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 1 Uquot� Wide Roof 04/12/2024 Yes Yes N/A +N/A/ Panel over15132&quot; Plywood -116.OPSF 7 1,5&quot; 24ga. Versal-oc 1,5&quot; Versat-oc min 24ga. 16&quot; wide Roof 0411212024 Yes Yes N/A N/A( Panel over 15/32&quot; Plywood -123.5PSF 8 2&quot: 24ga. Megal-oc Min 24 Ga. 2&quot; Megal-oc 18&quot; wide Roof 04/1212024 No Yes NIA +N/A/ Panel over 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15132&quot; 04/1212024 No Yes NIA +N/Al-96.7PSF Plywood 10 24 Ga, Gulf Seam Min 24 Ga. Gulf Seam 16&quct; Wide Roof Panel 04/122024 No Yes N/A +N/Al-93.5PSF over 1x4 Wood Pudins over 15132&quot; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, I 314&quct; Snap Look, 04/12/2024 No Yes N/A +NIAI it&quot; Wide Roof Panel over 1 5132&quot; Plywood -108.5P8F 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 0411=024 Yes Yes NIA -N/Al Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/12/2024 No Yes N/A -N/Af-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N/At Purlins over 15132&quot; Plywood -166.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1 G&quot; Wide Roof Panel over 04/12/2024 Yes Yes NIA +N/Al 15r32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1 6&quot; Wide Roof Pan a] over 04/12=24 No Yes NIA +N/A(-63.5PSF 15/32&quot: Plywood 17 26 Ga. Gu1fPBR Min 26 Go. Gulf PBR Roof Panel over 15/32&quot; 041122024 No Yes N/A -N/Al Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards =81201113 Product Approval Application Detail Quality Assurance Approved for Use ADoroved for Use Impact Design 8009 Product Model, Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIIPBR Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood 04112/2024 Yes Yes N/A -NJA1 Purlins over 15/32&quot: Plywood -151.7PSF is 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over 15f32&quot; Plywood 04112/2024 Yes Yes N/A +N/Al -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GuIfPBR over U4 Wood Purim; over 04/12/2024 No Yes N/A +N/Al 15132&quot; Plywood -151.7PSF 21 26 Ga. GulfRIb Min 26 Ga. GulfRIb over U4 Wood Purlins over 04/12/2024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot; Plywood 04/12/2024 No Yes N/A +N/Af -159,2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quat; Plywood 04112/2024 Yes Yes N/A +N/Al -159.2PSF 24 26 Go- GulfRIb Min 26 Ga. GuIfRIb over 1x4 Wood Purlins over 04112f2024 Yes Yes N/A -N/Al 15132&quot; Plywood -164.2PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/12=24 No Yes N/A +N/A( 15132&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&quot; Plywood 04/12/2024 No Yes NIA +N/Al -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/1212024 No Yes N/A NIA/ 7/16&quot; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over7116&quot; O.S.B. 04/12/2024 No Yes N/A +N/A( -116.OPSF Search criteria Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory; ALL Application Status: ALL Compliance Method; ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL 12/31/2020 0 A23 HU210-2 FI-10446.2 FL10856.4 ESR-2606 ESR-2549 12131/2020 Z� 0F :; ..... ... . ......... A 3 FL17244.1 ESR-3455 HD212-2 FI-17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12J31T2-020 HD216 FL17232.3 ESR-3445 12131/2020 HU216 FL10856.5 ESR-2549 12131/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 I'L10856.1 ESR-2549 12131/2020 HD26 FL1 7232.2 ESR-3445 12/31/2020 HU26 FLI 0856.3 ESR-2549 12t3l/2020 HD28-2 FI-17232.3 ESR-3445 12131/2020 HU28-2 FL10856.4 ESR-2549 12131/2020 HD410 HD412 FL17232.4 ........ . ...... . ..... ------- --- FL1 7232.4 ESR-3445 ...... . ... . .... . . ........ ESR-3445 .-- 12/31/2020 . . . . ......... . ... 12/31/2020 -12/31/2020 HU410 HU412 FL10856.9 FL10856.9 ESR-2549 ESR-2549 1213112020 12/31/2020 HD610 FL17232-"----"-- .4 ESR-3445 i�l -,-- 1��l HU610 FL10856.10 ESR-2549 12131/2020 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FLI 1468.11 SIM200804 12/3112020 HGA10 FL1 7699.1 Evaluation Report 12/31/2020 HGA10KT I'Ll 1470.4 SIM200803 12131/2020 HGAmio I'Ll 7699.1 Evaluation Report 12131/2020 HGAM10KT FL1 1470.4 SIM200803 12J31/2020 HHCP2 FL1 7236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12131/2020 HTA16 FL17680.4 Evaluation Report 12/3112020 HETA16 FI-1 1473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FLI 14715 SIM200802 12/31/2020 HTr16 FL1 7324.2 E\aluation Report 12/31/2020 HTT16 FL1 1496.1 ES-0130 12131/2020. HTr45 FL17324.2 Evaluation Report 1213112020 HTT22 FL1 1496.1 ES-0130 12/31/2020 HTW16 . . .. .... . .......... . . . . . . ... ........... . . HTW20 FL17244.8 ...... .......... ... . ........ FL17244.8 .. . ............ .. ESR-3455 ESR-3455 12/31/2020 12/31/2020 HTS16 F1104u FL10456-22 F L I V-tUU.fJ ESR-2613 F- 0 r%-4v 1 .... ..... . . - 12t3l/2020 . ...... . ... 12131/2020 HTW24 FL17244.8 ESR-3455 12131/2020 HTS24 FL1 0456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2026- HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FLI 1473.11 SIM200802 12/31/2020 HUGT2 FL62233 Evaluation Report 12/31/2020 HGT2 FL1 0456.18 ESR-2613 12131/2020 HUGT3 FI-6223.3 Evaluation Report 12/31/2020, HGT3 FLI 0456.19 ESR-2613 12t3l/2020 HUS210-2 .. . . ................ - . ...... . .... HUS26 FL1 7232.6 .... ..... ..... .... . ...... ........ FL17232.6 ESR-3445 ... .. ....... .......... .... . . . . . .... .... ESR-3445 . . ...... . ....................... . ............ . . . . . ....... ESR-3445 ... 1213112020 12131/2020 ............... . ...... . ...... 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12131/2020 12131/2020 1213112020 HUS28 FL1 7232.6 ESR-3445 12131/2020 HUS28 FL10856.11 ESR-2549 12t31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 1213112020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655A03 ESR-2549 12t3l/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 F1-10655.1o4 ESR-2549 12131/2020 JUS2102 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12131/2020 JUS24 FL1 7232. 10 ESR-3445 - 12/3112020 WS24 FL10655.109 ESR-2549 12131/2020 JUS26 FI-17232.11 ESR-3445 12/31/2020 WS26 FL10655A11 ESR-2549 12131/2020 . . ... JUS26-2 ....... . . .. . ...... ..... . . ..... . . FL1 7232.11 ... ..... ESR-3445 12131/2020 WS26-2 FL10655.112 ESR-2549 12131/2020 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12131/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 1213112020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL1 0667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12131/2020 MST60 FL1 0852.7 ESR-2105 12131/2620 LSTA12 FI-17244.18 ESR-3455 12/31/2020 LSTA 12 FL10852.4 ESR-2105 12131/2020 LSTA15 FLI 7244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12131/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 IFL1085Z4 ESR-2105 12131/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12131/2020 LSTA30 FL17244.18. 12131/2020 LSTA30 FL10852.4 ESR-2105 12t31/2020 ...... . ...... . ............ ... . . ....... . LSTA36 . ........... . ... .. ........ LTS 19 ... . ............. . .. ..... ...... ...... . ..... . . ........ . FL17244.18 ......... ................. ........... . .. .... FL17219.2 . . . ........... . .... ........ ....... ESR-3465 .. . ......... . ......... .................. . . . ..... .... . ER-0200 12/3112020 12131/2020 LSTA36 LTT1 9 FL10852Z FL1 1496.3 ESR-2105 ER-130 12/31/2020 12131/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FLI 1496.3 ER-130 12t31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL1 14963 ER-130 12t3l/2020 LTW112 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL1 1470.7 SIM200803 12131/2020 MP3 FL1 7244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 1213112020 MP34 ........... FL1 7244.23 iFET .... ... ..... .. ESR-3455 . . . . ............... ESR-3455 12/31/2020 12/31/2020 A34 LTP4 FL10446.3 FL1 0446.19 ESR-2606 ESR-2606 1213112020 12131/2020 ........... .. . ........ ...... . ... �L172 . . ...... - ESR-3455 12/31/2020 LS50 FL1 0446.16 . ESR-2606 . ............................. ............................ 1213l/2020 MPH3516 FLI 7240.3 ESR-3447 12/31/2020 WM1416 FL10667-86 ESR-2615 12t31i2-0-26 MSTA12 FI-17244.18 ESR-3455 1213112020 MSTA12 FL10852.8 ESR-2105 12131/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL1 085Z8 ESR-2105 12131/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FI-10852.9 ESR-2105 1213l/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FI-17244.18 ESR-3455 12131/2020 MSTA36 FI-10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852A1 ESR-2105 12131/2020 STC52 FL1 7244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12131/2020 MTW12 FL17244.8 ESR-3465 12131/2020 MTS12 FI-10456.33 ESR-2613 12t3l/2020 MTW16 FL17244.8 ESR-3455 12131/2020 MTS16 FL1 0456.34 ESR-2813 1213112020- MTW18 FL17244.8 ESR-3455 12131/2020 MTSIS FL1 0456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL1 045&36 ESR-2613 121311202b MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL1 1470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12131/2020 MBHA3.56/1125 FL13904.6 ESR-2616 12131/2020 NFM35X16U FL678.3 Evaluation Report 12t3l/2020 MBHA156116 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDIJ2-SDS2.5 FL10441.4 ESR-2330 12(31/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 /202-0- -E-R-0200 12/31/2020 FGTR IFLI 1473.2 SIM200802 - - ... . .............. . ... 12/31/2020 ........ . ..................... . . . . ............ . ..... . PHXJ3516 . ... . ........... . . .... . ......... FL17241.20 . . ........... . ................................. . ... . . ....... .. . .... . . ... . .... . .. ................ ESR-3444 .... . ...... - 12/31/2020 CS16 FL1 0852.1 ESR-2105 - i �i� RFUS FL6223.5 Evailuation Report 12/31/2020 H1 FI-10456.5 ESR-2813 12/31/2020 RS150 FL1 7244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12t31/2020 RTI 5 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12t3l/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 HioA FLI 0456.6 ESR-2613 12t3l/2 0 RT16A FLI 7236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 1213112020 RT3A FL17236.3 ESR-3448 12/3112020 H4 FL1 045B. 14 ESR-2613 12131/2020 . ............. . . . ................ .......... RT5 FL17236.3 ........... FL1723&3 ESR ................................I............... --3-l"...8................................................ ESR-3448 111.111,11.211,/..3......1...../...2.W...0 12131/2020 H5 H2.5 FL10456A5 FLlD456.11 ESR2613 ESR-2613 1213112020RT4 12t3l/2020 . RT7 FL1 7236.3 .. ... .... . ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12131/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FLI 1470.3 SIM200803 1213112020 RT8A FL17236.3 ESR-3448 12/31/2020 SPI FLI 0456.41 ESR-2613 12131/2020 SPT22 FL17244.30 ESR-3455 12131/2020 SP2 FL10456.42 ESR-2513 12131/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL1045&43 ESR-2613 12t3l/2020 SPT4 FL17244.32 ESR-3455 12131/2020 SPIS F Ll 0456.44 ESR-2613 1213112020 SPT6 FI-1724432 ESR-3455 1213112020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 171-1724432 ESR-3455 12/3112020 SPH4 FL10456.46 ESR-2613 12/31/2020 SPTH4 FL1 7244.32 12VJ/31/2 0 SPH6 FL10456.47 ESR-2613 1031/2020 SPTH6 FL1 7244.32 ----,-.--ESR-345.5 ESR-3455 12/31/2020 ...... SPH8 FL10456.48 ESR-2613 12131/2020 5PTH8 FL117244.32 ... ESR-3455 .... . .. . .... 12/31/2020 U24 FL10655.141 ESR-2549 ---- -- ....... .... 12131/2020 suH24 FL1 7232.13 ESR-3445 12/31/2020 HHUS28-2 IFLI 0655.3 ESR-2549 12131/2020 THD28 FL17232.16 ESR-3445 12131/2020 HHUS410 FL10655.4 ESR-2549 1213112020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL1 1468.11 SIM200804 1213112020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12131/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL1 1473.19 SIM200802 12131/2020 THDH414---"­- FI-1723�2-.-17 - ----- --- sf� - 1 . 2 . i , 3 .1. 1 1 /2020 ... ...... . MSTAM36 FLI 1473.19 SIM200802 12t 3 1 2 02 0 ... ..... ..... .... .............. ........ . . ..... --.- . ................. FI-2033.1 ..... . .... Evaluation Report . 12/31/2020 MSTCM40 FL1 1473.19 SIM200802 12131/2020 .. . ..... . .. ................... ..... UPHD8 . .... . ........ . ......... ... . . .. . ........................ . FL17219.5 ................. . ... . .. . ......... ... ... . ...... ....... ................... . .......................... ER-0200 -1 .......... I ............. ..... . . . -- 12131/2020 HHETA20 FL1 1473.9 SIM200802 .-T I lij ii�'b LGT3-SDS2.5 FLI 1470.7 SIM200803 12131/2020 LGUM26-2 FLI 1473.12 SIM200802 12131/2020 PRODUCT APPROVAL SPECIFICATION SHEET(2018) I As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a :Cate gory/S ubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.9 +67.0/-67.0 psf 12t31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12t3l/2021 ThermaTru Classic -Craft and Benchmark FL16225.1 +67.0/-67.0 psf 12131/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12131/2021 B. SLIDING MI Windows and Doors Series 420 FI-15332.1 - FI-15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL16279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL1 5279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FI-15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG M1 Windows and Doors Series 185 FLI 7499.2 +50.0/-55.0 psf 10/8/2023 POT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED Ml Windows and Doors Series 185 FI-15349.1 +40.0/-40.0 psf 4/312023 PGT Series 5520 FL2419 4/30/2020 D. MULLION MI Windows and Doors Series 6764 FL1 5353.2 N/A 12131/2020 PGT Series 5500 FI 261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12116/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FI-12328.6 N/A 10(18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918.1 - FI-16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV 10 FI-21580.3 N/A 12131/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12t3l/2020 Boral Tile Saxony 900 FL7849.16 - FI-7849.20 NIA 12/31/2020 F. METAL ROOF Gulf CoastSupply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FI-15076.2 N/A 12131/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL1 7869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FI-2197.5 NIA 1/1l2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6627.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 6/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) . .... .... .. ------- - ---- ------------ ------ ------ --- ------- ---------- APPLICANT SIGNATURE DATE Cll Cll CnCa > 2 o 2 co Z7 0- a) 2 0 CU 0 0. 0 c 2 0 Co 0-- -0 CU i.- E: 0 CU > M .W E 2 0- C- 1-- CU -0 CD cl�. < W J SHEET NO. PA 1.0 a--e Qi Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page of 8 171122018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psge3of8 12/12/2018 Fonda Department of Business & PrDfessionai Regulation Building Codes and Standards Product Approval Application Detail Fags 1 or 1 1/Sw1a Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail gaga+ a t 1 e 2o+e � V •� � O L � O Q W CDL = T� • — � �//�1✓�1�� +tee H v = = CR ' ' CU CD V � O ttS `v O �/�� %4 — ♦♦ fe11 v/ TO E O • — V V^!, L , � O +rR' `v �^1,,• •� ^' W ti,� ICU I �J O CL Q 92A EntlN ar 2& i2da Date Pendleo Lail Version menuheturer CoMad Endnear &Llaenae Vaidated ev ValldatW Submitted F$C Apo roust Aeo�ved Militia Revision 2017 Thermo-Tru Corporation Rlck Wright Lyndon F. Schmidt, P.E. Ryan J. King, RE, 10/152017 07/122017 10/18/L017 12112/2017 Approved Category: Exterior Doors (419)298.1740 PE-43409 (813)767-6555 Subcategory: Sv4n91ng Exterior Door Assemblies rickw(Qmb4consuitaits. Compliance Method: Evahiagbn Report from a cony Florida Registered ArchOed or a Licensed Florida Professlonot Engineer FGdffitae4.R2 Produaf9 ; Q dity Aeauance .Approved for Use Approved( Uae ],,act peslon AMA 'ProductModel.NumberorName Product Description C MactExplretlonDate InHVHZ OuhldeHVHZ Resistant Pressure 1 a. Therrna-Tru Fiber-Cbssic and Smooth -Star Nominal SM9;8 &quotNorrimpact&quot; Opaque 121$12020 No Yes No WA Composite Edge. Fiberglass Single Door pnswing/Cadswlrg; X configursgnn) f. 7hcrma-ra Finer• lassies Smoot Star Nominal 9; gUdNonf mpact&gi ; Opaque 12/3+ 020 No Yes No WA Cods Entity or gait 1( Oat, Pending Wig, Twe Version Menufeetunr Contnet Enaln er&License Validated By Ygtigajpg Submitted FSCAooroval Revision 2017 Therm.Tru Corporation Rick Wright Lyndon F Schmidt; P.E. Ryan J. King, P.E. 12/132017 1211=017 12i212017 6 Appproved Category: Eiderior Doors (414)29e.1740 PE43409 (813)767.6555 Subcategory: SvAngmgExterior Door Assemblies rlckwQmbidgrnnsutiants. Compliance Method: Evaluation Report from a com- Florida Registered Architect or a licensed Florida Professional Engineer - - Qwdity.Aadwance Approved for Use APP dNr Use [In Pact Se_ton. ,Qdgg product Model.NumberorName ProductD—(lotion ContractExotrothnDate ✓,FMAZ Outside HVHZ fteslstent Pressure 1 a. ThemnaTru Flber-Cbaslc and 8malhSla Nominal 64409;8 &quo1NorHmpact&qud; Opaque 12/31/2021 No Yes No WA Composite Eage Fiberglass SlriBle Dow =1-0 loutswing x eon6gureponj Yes SM - �;'r Pon Q9da us" Pennine 20 tea! YM#1■ ! L d�ttraFi Enale�aLWWM Vddeled ar YiIWNaA sulan 9d Piss Aar Hgdya Revision 2017 TMmw-Tru Cwporatlon Rick Wright Notional Aomedbtbn& Ryan J. King, P.E. 12120=17 Oa21=17 12/22/2017 Approved casagory: Exterior Doom (419) 298-1740 Management Institute (813) 767-M SubCMa9ony: StMngig Exterior Door Aseemblbe NdtwarwbMgeonsultant& CompOi MWwd: Centlflation Mark or Listing am Approved for dice Approvals for like Irgaid dalion � Product Model. NumberarNamo � E— 1 a. &quObQW mlb�Cmft&quot; and &quotSmotmork by 616 and 510 Opaque and Gkzetl Fiberglas Doonwhh 12131=21 No Yes No N/A Thermo-Tnr&quot and without SkkNks. Irawkg and Outvwirg �.� 926 EnIM m Ra 20 g Version d Erddnew iLk� VellatW ev Y .> Approved Hlats Revision 2017 TMrm4m OmporoBon Rick WrIgM National Aoaedwtlon& Ryom J. King, P.E. 1220IM17 MI/2017 122=17 Approved Catog ry: Exterior Doors (419) 208-1740 Menaganhont Inatlhda (813) 76745116 aubCaYgery; Swinging Exterior DowAeeatnblke noMr®rwbld1gooneukants. compliance Woad: Cedffi=U rt Markw Lbteng corn Aoororad forties [in Aga ProductWdaLNurdearWare inHVNZ, B■Yfala P_ 5 e. 8quot8nwoar-Star&quot; and 8quotBwohmark by 8/8 and 810 Opaque and Gkud Fiberglass Doorwlth 12'312021 No Yes No WA Therms-Tnr&quok and without STdegks. Insuring and Outswing Composite Edge Fiberglass "to Door QnWrt tsYd ; X configuration)QnaAfnglOdsWing; 6 f. There-Tru Fiber -Classic Smooth -Star Nominal 8&*S;0 &quotdlon•Impact8guot; Opaque 12/312021 No No WA Composite Edge Fiberglass Single Dow X cm0guraiton) 2LVImpe.)i 9 1. Themna-Tni Flber-Classlcand Smooth -Star Nominal 6&A'I &quotNon•.Impact&quo; Glazed: 12/312020 No Yes No A. Composite Edge Fiberglass. single Door Qnaa1n9XXdswbg; X configuration) g . Therma-Tru Fber•Cbsslc and Smooth Ssw Nominel it&a38;8 &quot cu.; Gleed 12/312021 No Yes No N/A Composite Edge Fiberglass Single Door ­Mn14 M; X corm was.) 14 n, Thera-TIV Flber-Classic and Smooth-Sler Nominal BMS;R &guOtVon-Impac%quo; Glazed 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Dow sort X n. e a er- ss c N . a er s a qu Glazed o e Composes Edge Fiberglass Single Door QnswingAWswhig; X configuration) Qn9n1n ; cordlgurdon) Florida Department of Business & Professional Regulation Page2pf2 Florida Departnerd of Business & Professional Regulation page 1 of Florida Department of Business & Professional Regulation Page 1 .11 Florida Department of Business & Professional Regulation Page 1 of i Building Codes and Standards 1/202020 Building Codes and Standards 1/5=1e Building Codes and Standards 1/s2ola Building Codes and Standards 11=010 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sea fE Product Model. Numbww Name Quality Assurance Product Dasprlpllon Comrxt Expiration Date Approved for Use Aporovee for Use In HVHZ Outsltla HVHZ ImaG Resistant Design Pressure FLAI$27aRa dew Moral■ ddsts or Ro 211a ode PKNAM AmormadAntaravad FBh At" d7M63Z RM m■ version _ Endow Or m 21k Dab pwkdhw do PAC Aiamovel A -ray■ am& FLa281h7g 226 D Moral- Abnufbchn _ Enaataw& VEINk ov go )o ValidatigQ aubwaw FOC Approval 20 AnOffaved Slit. 1 2 3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD OXO 12/312020 145-3/4&qud;x80&qud; NON -REINFORCED SERIES 420ALUMINUM SGD OX, XO. XX 12/312020 96&gaot;x80&quot NON -REINFORCED SERIE$420ALUMINUM SGD REINFORCED OXO 12I312020 145-3/4&quot;x96&qum; No Yes No Yes No Yes No No No NIA WA WA Revision 2017 CBuilding Products Company rpey Eleerior Doors Subcaegory: Sectional Exterior DwAeeemWNs Compitence Metlrotl:C diation Mark or tiering Mark Wastedleld Imerielt Testing Services NA, Gary Phahlor Inc. b13 ()7704082 (613 )8194566 nwaakbaMiiiitsopay.cer^ 1112VA17 08/102017 1266/2017 Approved . Revision 2017 F11a16271HR6Fraduek Gepay Building Pmducb Company Gee9ary: EidariorDows Subcaliall Sectional Exterior DoorAawmNbe Complknoo Mstlad: Certification Monk or Listing Mad Wsatefield IMedek-resting SeMcss NA, GaryPkMkr (613) 770-em Inc. (513) 5104M fiNd4010pay.com llrA 017 OSMOO17 12105/2017 Approved Revision 2017 POT Industries Caeg0r, Exterior Doors aubCsbgary: Siding Exterior DowAssenNbs Camptknca Method: CetlBratlbn Mark or Listing Dean Ruark MISMI-Dada BCCO-CER mwnr D SCCO- VAL (941) 486-0100 (78M 31525N drusdrillpgBMuebbs.com 1Z202017 11282017 1225r2017 Approved 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42CALUMINUM SOD REINFORCED OR 12/312020 No Yes No N/A Rj1111279,11ollenoduch, 5 SERIES 420 ALUMINUM SGD REINFORCED xo, XX 9s&quo1;x96&quot; SERIES. 420 ALUMINUM SGD REINFORCED XXX 12510020 143&quotx96&quot; No Yes No NIA dui 37 037 W8-09 PAN-2FI5i: 84A, 94, 73, 75,1500, 190, 76, Quality Amours Steel Pen (nsn. 25 im) Sbgk-Car (up to VII'vide) 05211=8 Approvedfarilln Awareness! for IBN1� No Yes earl RSA No F991■ dr +30 P8FJ42 itladl 53 protlueaerodN. Numborw Name 063V�fa-18 PAN-2F163: 84A, 94, 73, 75,1500,190, 4RST, .OwRyAmrane Steel Pan (min. 25 ga.) Doubb4ar W to 1aV ob2itm Awrovocl for use ADDOovaafor Ili, HVHZ No bad Yes No glossal +30 PSFJ-W fig; 10 PmdmUodeLNwibw rNena SGD4610 (Loge W=M knpach Qu ft Assru dAperwad Vinyl Sbmg Glass Door 04142021 for Use Aporovad for tic. d Yes Yes kwad 1 Yes � PJALIIR WA 76V, 4RST, 4RSF, BRST, SRSF, 2RST, 48, 42, 58.489, WINDCODEW74; W5 Gamge Dow Pap 4RSF, SRST, BRSF, 48, 42. 65,488, 4213, 55S, GDSS, w(de) WINDCODE89174; Wit Garage Door PSF 428. 56S. Goss, GDSSV, GR6S, GR58V, AR68. AR6611, GD5SV, GRSS, GRSSV, AR6S, AR6SV, ED68, ED6SV ED&S, EDSSV Florida Department of Business & Professional Regulation Building Codes and Standards Pape, d 1 Iisale Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 03 12009 Florida Department of Business & Professional Regulation Building Codes and Standards Page t w t 1M2ote Florida Department of Business & Professional Regulation Bullding Codes and Standards pap t of I 11=18 Product Approval Application Datall Product Approval Application Detail Product Approval Application Detail Product Approval Application Data dew rig Version Revision Z017 milludiffigigm CURRIES DNkrn of AADO, Ina Category: Exterior Doors SubCalsow; Exterior Door Compo enta compliance Me� . Certification Mark w Listing Et>lstv w carted Engineer &-(,(gam Ve1dWd By Dedle Dew UL LUC Ted Berman, PE (841) 491 (305) SM 4707.9-8556 daw.dedlc®eessabkiy.a m Fats 20 Dab PUKIM Validebod syam FWAourovall 1120112017 1OMM17 20 Approved 126&2DI7 AN" Approval RLA'47� .A`dimta d 4 q2d& Revision - 2017 Clopsy Bulling Products Company cDoom ry: Sectional subcategory: aComplance MoomcL Cartl8t swo Merle or LbWg• Enft at Enal aa✓6 Llama ValMe+ad sy Mark 1NesterSeld Intertest Testing Services NA, GaryPkehher (5 ) 77Inc.non 5t 51 9-ow ��� t� 20 20 Vallidelaid submitted 11292017 061102MI, Dab Poulm go FINDAINKNOW01 Approved 12I0=17 a&" Approved 990 Iyg Mahon Revulsion 2017 Manudsoorw Clopsy Suatkg Pmduok Company Category: Exterior Doom Subcategory: Seotbnal Extorter Door Assemblies CompBatoe Method: C .HW. ont Mark or Lbtlng Camt I Validated By Mark Weskrtiold IMarWt Testing Services NA, Gary Phahbr (5 )Inc. (57 St mmeeterfieldQdopey.am 21k 20 DW Pending V rI FDO Asomovol 11292017 06/102017 291 A,,nwbd 12MM17 At" Approved QUaltty Assurance Aooroveefor Use oV d for Q Imo= posIrm' Sea N Product Model, Numberor Name Product Desolation Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 185 SH 52x72 FInMwge Fauna IGISG Single Hung 10/082023 No Yes No-ear-60 Laminated Gass Fl/1193y417 Peoduste Predigest Model. Numlow or No, ConbactExchatim0aft ADorovi liar Woo ADwoved ssrdig IAW n HYM Quiskis HVHZ dM0a6 Bodam Fd1■ PNBNM n.MI1279.116 Products Haas QMW&AENMEM ADDrand for lks AoprowdM In WAM oublulde Ux latial HVl1z Resistant onion pmau R FLa152784tePmdues, dried! gLoft Awasismewo ode Amiercend for Use Apw Mfar dice Irk ! IMaigit Donlon PJ� ■ 1 W7, 707, 727, 747, and 847 Single and Palm of Doons Flush, Gkzack and Louvered aingb and Pala of 12131=5 hollow MOW doom Yes Yes Yes WA a5 085 MIS-09 PAN•2F153: 73. 76, 84A, 94, 42, 48, 428, 48B, 4RST, SRST. Goss, GRSS, AR65, EDSS Steel Pan (min, 26 ga.) Single -Ca (Up to 9V wide) 0621=8 WINDCODE&&174; W8 Goalie Door No Yas No +36 PSF/.42 PSF 102 102 WB-16 PAN-2F153: 73, 76, 84A, 94, 42, 48, 428, 483, 41187. EAST, GD5S, GRSS, A115S, EDSS Steel Pan (aim 25 gaJ Double -Car (97 to IV2* 08212028 wide) WINOCODE6e174; Wit Ga al Door No Yes No +37 PSFN1 PsF CD caaaaa Florida Department of Business tit Professional Regulation Page 2 of Florida Department of Business & Professional Regulation Page, pt+ Florida Department of Business & Professional Regulation Page, w, Florida Department of Business & Professional Regulation Paget are O Building Codes and Standards 1/20/2020 Building Codes and Standards 1 arpfe Building Codes and Standards 11=18 Building Codes and Standards 1=2020 Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail ■ Maw � n eU34t FLem4m ::. . Code zw Version Manuhctu Revlslon 2017 MI Wndows and Doors Category: Windows Subcategory: Fixed Contact Ehaineser&Cleanse Validated By Brant Salinger American Atchitectuml Steven M. Urich, PE (717)365-3300 ManuhcturersAssociation (717)317-8454 beigmgeromi,ed.comSingto Data Date Penang Validated Submitted FBC Aowovat 06/042019 06/042019 Date Approve 06/07=19 stars Approved OR& ]yg egg Revision 2017 i PGTMuehkt CafaQW. Wridowe Fbee d L4L Sa4BtilS3 Ealrea L.IamW Validated By Desrt Ruam Mkml-Dada BODO-CER MkmlAade BODO-VAL (941)4884100 (786)315-2590 dnralr■pgtintluetrks.00m t� bn* � u ) tit d 12202017 12AM017 d2f■ A� 12252017 HIWR Approved .versa Tyg, Yaflat Revision 2017 PGT Industrial Category: Windows goey: A�t� ct�er Eaalaarat.icerao VaNdaW By Dean Rark MWt-Dads BCCO-OER M18MWUO BCCO-VAL (941)48&0100 (788)316-2590 droai�pgandustrbs.am ■at I� Validated >I 121202D17 12/1182g17 i d� dgggy(Q 1225/2017 Imo, Approved � 1 Product Model. NwMw w Nartre HS 188:Fin and FlaneFrame Quality Assraana Product Description CoMmet Expimtlon Date ate 73x62Insulate Glass D 162024 Aporovetlfw Use Anwaved for Use i� Outside HVHZ No Yes �,.:' eslstaM N �.a Pressure +5 .5 Compliance Method: Certihcaffm hart or Listing 00-poSubcategory!R Ca1lnp�na Meted: Cerimca9on Aftd w Lbag C—pN —.Hung Compliance Mooted: Grtllleatiorn Mark on Llghg - IRAQ.= Products Pl-ftsmus P Q,Wlty Asswance Aowoved for Use Approved for Use i.OlggS3 DOOM ADOMIed for Use Aowaved for I%, kmwd poison Aoorandforika kwed Boom Sao # Product MOW, Number w Name Product Description Cw*--d Exudation Dine In HVHZ Outside HVHZ Resistant. PressureProdadDO—MmcontradIn KVHZ Outdo Rabild P—M will 10 HVHZ P� 1 185 PW 73. 721nsulated Glass 04/03/2023 No Yes No +60%80 9 RW-6520(Lags Maage limped) Vinyl Fbad Vyhdm 0413OFMO Yes Yea Yes WA 7 SHd50g(LagsMWibimpaC0 Vinyl Smgie lama Wkdow 07rJ=O Yes Yea Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Pea 1 or 115=1e Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 &2 1/m2020 Florida Department of Business & Professional Regulation Building Codes and Standards Pray 1 el 1 1/54018 Florida Department of Business & Professional Regulation Building Codes and Standards Peg. t a, 116120+8 O }a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appel anon Detag W 1'1✓!2 ' r_ ', ! s "T", /'S t , <FL#1i'35&R4 Pro1u3at a41*:F N _ .. KM14t11 C ]mat Version Revision 20t7 FILP1140-112 Products d There -Tag Cori omom Cate allag rid Swi Roam 8rtlCWpory: SrA`rylrg Exterior DarAesem6ties Compliance Method: Evaluation Repertirom a Florida Reomlered Arddkd or a Licensed Florlda Prokselonal Eigkber + 9L Eo91issior Limm s By Rick 298p 1 Lyndon 9 Sdnmkt, P.E. Ryan J. King, P.E. (419) 296.1740 PE-49409 (813) 787A555 ridtw®nMklgootaWbnb. am don no ��a maw submitted 1�A9enML 10I182017 10118/2017 102212017 Aggro rsd t21122017 HIaWt Approved Product to Quality Assurance Aow Hd for Use Aow vast far Uses a Imoxtt G si n � 11Ba Xtmllsn Revision 2017 F1i2914t11 Pmdwb1 aw td9BBa9Wru PGT Industries 8hdDaterprey: Muaeb CwnpgW fA~. Codification Mork or Lading Product Model. Nassau a Memo dim, or Seal�gt EDa�9t iJd� Validated By Dean Ruwk Miami -Dads BCCO-CER Miam4Deee BCCO-VAL A�1)narir�ppdMh�atrfee am (796) 315-2580 F■atLAM<9[iB9! d� !� ]/ Haa 1=52017 111162017 Approved In XVforties Aocubme NZ do FIND AeB[mntl 12109=17 loved g for hindpd� ukkk NViQ Ama Approved ydg[q � Best mallrlln Revision 2017 (q,a181B247a Prodrrcb RunL acw m James Herdic Burning Products, Inc. 6ulrCakgorY: 8dka compani sMet Method: Compltepae llWhad:Everetion Reportfroma err on a Llcerieed Florida Proles Ronal Engineer Professional Fogies II ValdAm By PingMmng Zhu Roneld 1. John Southard, P.E. Qgawa (909)34¢2927 PEZ4121 (952)367-2526 PinBelamg.zhu@larasmer dle.com 20k Ra ! yid Submit FW A=rftW 0B/25/2017 01IM017 06282017 !� Approved 1D/iDr2D17 ANN Approved cz O C 2 5764 Vertical Aluminum Mullion 121312020 No Yes Yes NIA 3J1! PmductMadoLNwWwor Nola Qmk'WABnaOfd Produot.. contrast Exokmdw Dals Agerrondfbrue9 8aM4119d.ix1j, III tf w112 OLftwo ffi dM■f3 Reei@WA Dl9I din n 1 Whoa for AN Doom and Wltdowa Aluminum Muaods ob282021 Yes Yes Yes WA Aw CLOW Assamossis Projiti9d.Fsa4dfaioB it Approved for thus Approved for Loop In OUW& bmw 2U Prossum 1 s. Bquor,F6erCieaek&quot, &quot8mvodt&ar&quot, 6&989;8 8quoklmpacAquot Glued Faergteee 12131=1 No Yes Yes N/A i Complenk Lap Siding fiber-oament lap Wdbg 12/31/2020 Yes Yes WA. WA Clio &quotCteeerCmWuot or&quotCIsumloCnwt single Doer-(X)matte; or Outawing configuration RnaticBquot U }, O 0 Department of Business &Professional Regulation Building Codes and Standards P.a 1 m+ 1242014 Florida Department of Business &Professional Regulation Building Codes and Standards Pea 1 d t 1=16 Florida Department of Business &Professional Regulation Building Codes and Standards psa / m+ 115=8 Florida Depattrneltt Of BU8imeae & PfOfe88i0I18I Regulation Building Codes and Standards Page 1 or / 15rm+a vFlorida ' ^ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall ICU M • s FIs1J1924t& FLa131924Ut FL#f6272.R2 FLl.1Hu7.R2 S9311 mm mastm Revision 2017 Mlld,,UM Jamee Nsrdle Belding Products, Inc. cotsgory: Pant Waft Subtiskpory: Siding compliance Method: Evaluation, Report from a Freda Registered Arch bot or a Llcer"d Freda Prohseloal Englnai' E My contact EnelaaaLlcerhes mallow Pkgsheg Zhu Ronald 1. Downs John Secteem, P.E (909) 349-2927 PE-24121 (352) 367-2526 PkpMesg2bu®jamesher dle.am Fi 20 Daf.POUNM Yam Ha6ramad F8QApprovM oaI2sw7 0910=17 08202017 Fate A9grovad 10/1a2017 H4tu Approved 11112 mansion Revision 2017 James HeMk Building Products, Inc. Category: Panel Waft Suhstaboa : Siding Compaance Metlad: Ewkabn Report from a Florlde Registered Ar4Mket or a UceneW Fkylda Professional Engineer S EDWmeer&Ldramse wtdelwey Pingaheng Zhu Road I.Ogawa John Southard, P.E. (90g).3494W PE-24121 (352) 367-2526 dle.aom 2MI do Dada Panora m Submitted PJti'eApprovY 0aw=17 08ma2017 0828=17 new Apovodit" 10/102017 Approved SI!✓4! brga Ysul+ffi Revision 2D17 dui Abide 08639my: Paned Waft Sa+cveagoey: SofMs Cowoft s Metlho h Ewkarm Report6nm a Rohs Regieered Arch bug or a Llansed Florida Profeealonal Engineer Erdlk a Opidagd vallakda. Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. (33D) 922.2389 PE-43409 (818) 767.8655 MhomWalQakkb.cern tat Pia Y sy4.bw 10/04J2017 10/032017 OMPUNNM 20 PRC AnEffaVal ADDrowd 10/1112017 1211202D17 AN& Approved 290 Mw V-1- Ravbhonr 2017 tit IQL Alade Category: Panel Wells Subcategory: Soak Complierm Method: EwkaOm Report from a Florida RegkkredAmMbd or a Licensed Fkads Professional Engineer E a Enelir.er&Loaao m9kishad Illyr Nldt Thompson Lynda F. Schmidt, P.E. Ryan J. Kka, P.E. (330) 022-23W PE43400 (613) 7874 W nthonpoweabde.am Fero Dab Date Persm!� Validated Submitted FINDJssirwN 10k042017 10/03/2017 10/1112017 Aaa,,,ll Atom 12/122g17 Approved W Q z BftS19ZM aw Ptstrla PmdMModol.MmllWW gmgmLN1lI[90Q9 Anoroved for use Ancovived JIMthis In eut"HVHZ how 11119abdowt Flit■ p, Hffi.a PmdtWMOM.NleiberarNNa QUM& Aftum Prodat De WWM Contrast ExosWon ode AoorevW for Use Ag9r o atalar u" InfMiL Ida NinfZ 1mIMaS Resistant o•ort Promom tied± PmdatModel.Nu boron Nee Produd Dowdpaeh Contract Eumtradon Dab Approved for Use AgalwyedPer 1, Uft hoom d OUNOK%a lwwbw Deal- p9� ProdctModeL Numberorwm. Pinsiod Desmimbo Cmtmot Eu*lton pate dammed for gas to HVM Oumft dmw Reakitaft poolon Prossure z Q 2 HardloPknk Lop Sift /Der -amain lop sling 12/311202() Yes Yee WA NIA 2 HWbPlmk Lap Sldkg ara<aneM lop smk9 12/3I12020 Yea Yes WA WA 1 a. &quQt2r&quo; Sofia Vard or Sid Vinyl Solon 12/312020 No Yes No WA 4 b, &qud;Allionce T4&quot Sofa Vent or Sid Vinyl Soat 121311202/) No Yes No WA SHEET NO. PA 1.1 CU Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pege 3of3 12m2020 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oft WOM20 Florida Department of Business &Professional Regulation Building Codas and Standards m9 Product Approval Application Detail Pop +oil 115rmib Florida DePartttlerit ofBusiness &Professional Regulation Building Caries and Standards Product Approval Application Debit page I Uri�f ,1s2o1a +r a)1 V O L //�r �� V/ Q O O ICU +J � ♦^ U V, = ' ; O O L L O � 0 � O � � O ^J L ♦a) O v^♦ � O ��}//'�0 Z .� VJ W I1 ij W �•• 0 Y�l Q Entity or 2a 20 Date Pending Dot. �e Varslon Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval m Status alidate i 1 Apo ved u RaNsion 2017 GAF Micheal Stich Robert Miami— John W. Knazevich, PE 12/1112019 12/112019 12n82019 ding FSC Appn Category: Roofing (800) 766-3411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles mstiah@gaf.com Comollanca Method: Evaluatlon. Report from a Flotltla Registered Architect or a Licensed Florida Praesslonol Engineer .. Qlalty Assurance Approved far Use Approved for Use Impact design -. esR IstaM Pra_sure 8-4 Product Model. Number or Name Product Description Contract Ex"Lan Date In HVHZ outside HVHZ u 1 GAF Asphalt ROW Shingles Flberglass minfaced 3-teb, laminated, SAab and 12/162022 No Yes NIA N/A hip4idge asphalt shingles code EtNM Or I Date Pendim I2� z= Verrsion Manufacturer Contact Erwinaar&Llcanse Validated By VNIdated Submitted FBCApomval Anoro tl Status Revision 2017 TAMKO Building Products, Inc. Kenn Edo Zachary R. Priest Locke Sced,a P.E. 10/192A17 10/05/2017 10202017 12M=017 Apprcied Category. Roofing (417) 624-6644 PE-74021 (334) 300-1800 Subcategory: Underlayment5 kotrl_aden@t milmoom Compliance Method: Evetuation Report from a Florida Registered Architect or a Licensed Florida Proresslonal Engineer ,. -: - Impact .. - orally A scan D Approved far Use A2AI for Use 1 A � 9eo11 Produa Mod I Number a) Name Product Description Contract Expiration Dale In FIYHj DUIe1tle HVHZ RBsisfanf Pressure 1'6ttda!€:iti 990 E 20 I0 Date PO)dh p I0 mm Version contioat Vagdabd By V abdg Revision 2017 L.V. Thompson, Inc. dba Thompson Architectural Terry Chdsbmn Za41ury R. Pdeal Locks Blmden 10n02017 101102017 10/172017 1211212017 Approved M9Wle Company (TAMCO) (813) 248,1456 PE-74021 (334) 300-1000 Cptegiory: Roofing tmy@gometakcoong.com aubCals". Roofing Accessories that sue an Integral Partotthe Roofing System Coff44mmMethod: Evaluation ReW from a Florida Registered Architect oraLkensed Florida Probeslonal an~ Rt1s016R9 Prodrala �CANonance Ammyed lbr UW Apereved MU- IM= 2INZ � Product Yorlal. NuMrrmr Ham Product Description Contrast Expiration DabL.F& sutsida.Resistant Premium 1 TANI Fiat Top Off -Ridge Vent with Was forT9e 28 ge. Nark roof ventilator with battle oe082m Yes Yes WA WA PL918914#2 220 Enter Io !Isla ! 20 mm version Rign EnakHm & License Validated By Validated Agifilisget FECADOMM Ap01,,d own�� Revk4on 20t7 LV. Thompsw, trap. dba Thompson Amhltectund Tony Christman Zactpry R. Priest Lodes Bowden 10/1012017 10/102017 10/172017 1211212D17 Approved Matels Company (rAMCO) (813) 248.3468 PE-74021 (334) 300.1800 Category; Roofing tonYtt�gm llg•conn 8u R Accessories that are an ' O0 hnsppl Pad of this Roo S Malhed:EyeluetlaUow from Fbnda Registered AMndedore Ucenesd Florida ProMebnN Engineer PlrieWa#2 Pmdueti causes Assurance 9�,for the Approved for Use iMYN 2aft Aga Product Model, Number Produatontrwdm conuadEKohidwome In Rnbsbu[ Pmmm 2 TAMCO Gooeerwdr Vem 028 28 go. 00110 No Yes WA +o1L2.5 6 No. 15 UL Asphaltsaturatedorganic felt 101182021 Yes Yes NIA N/A - i Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business & Professional Regulation Poe I at Florida Departinei It of Business & Professional Regulation Palatal Florida Department of Business & Professional Regulation Pape 1 of Building Codes and Standards 1n2019 Building Codes and Standards 1151:1018 Building Codes and Standards 1,5018 Building Codes and Standards lisms Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail coda EnI or Data Dote Date Pending Date RAfM84U !fit Iym 22511 yenlen Mamma Entity 2 Contact Engineer & Loam! youddw By 20 21K V*Adgad IIi1LmaLd FOC Approval RaL Aowowd Ali" ram Mea y,ersgp M&md&ffiItM Enamor EealmMdsLi,,— Validated a, 21k 2da Ddis Parents validated AL&MWd FOC Aglimlrsl 211a Altlzmystl INK 220 MGM yarad Uam fimgm[ Egg Contact Eradneur&Llrann Validated is 20 Data Pm^dm^ Validated &phmtldd FBO Autumnal 20 Apprand &Lga T, V0. Version Revision 2017 Manufacturer Lomeneo, Inc Category: Roofing Contact Engineer & License Validated By Andrew Carter James L. Buckner, P.E. Eleven M. Uricb, PE (501) 982-6511 PE-31242 (717) 317-8454 Validated dared F9CAmorovN Approved 0410VAIO 12/182017 04/152018 06/122018 Status Approved Reviabn 2017 LV. Thompson, Ina dba Thompson Architectural Tom/ Chdetman Zed" R. Priest - Locke Bowden 101102a17 10n02017 IGMT2017 12/122017 Approved Review 2017 L.V. Thompson, Ino. dbe Thompson Architectural Tony Christman Zachary R. Priest Looks Bowden 10/102017 101102017 10/1112017 12/122017 Approved Revision 2017 Florida Metal Products Inc Clark Jones James L Bucker, P.E.Q Michael John Romer, 1025I2017 10/05=17 10272017 1211212017 Approved Subcategory: Roofing Accessories that are an scarter@(omenco.com MNale Company (TAMCO) (813) 2483456 PE44021 (334) 3oo•/So0 Metals Company (TAMCO) (813) 248-34% PE-74021 (334) 300.1gg0 CetaticI Roofing (904) 7838400 CBUCK Engeessi g P.E. Integral Part ace Roofing System cougory: RooMp to%faw wm ".cmm CabpaM: Roofing LaN®9omNato06n0.com sudD9Wgmry:Roofing Accessories detarom .cerru -31242 (681)414-7557 Compliance Method: Evaluation Report from e Subcategory: Rooft Accessories that am an SubCatepay: Roofing Pceseaie , that are an hRapal Pert of the Roofing BYstan Fionda Registered Architect err a Licensed Florida Ingrid Part ofthe Roofing System Cemptancs ate0fodi Evaluation Report from a Fbritle Registered a Liwneed FloridaFlorida Professional Engineer Integral Pad ofthe Roofing System Compgenea Method: Evakoban Report front a Registered Archtact or a Licensed Florida Prpfesslonal Engineer Products4"Pri Compliance rsaaupd; EvaeNbn Report from a Florida Rspfebrod Archttxt or a Licensed FerMe Professional EngineerFL02laSMI Professional Engineer - P i .,..,^x Quality Assurance *Approved for Use Approved for Impact Design � .,,• S Fi ,iidPS Sea # Product MI Number or Name Product Descrplon Contract Explratlan Data I0•HYMZ Outside HVHZ Resistant Pressure Aga 3 Product ProductModN. Number w KWW TAMCO 01141iidge Roof Vent wim Saflb MWRV A 25 ga. stalk rodventPOW with Integrated bare 08/092026 Aporov tl6rur Inwou Yea Approved iRSAW Yes mummi 1 WA Its I WA Ilag.e 4 TAMCO Round Top CB -Rill Vent with Balls for Title 25 ga. ebilo roof variants, with bare o9a ome Auoroved for Use A�lorSig! it. _y1I gaalyl{yNZ Yee YM I� WA )bllgB WA $tQt 3 N P rmatrlMp unbwprMame 3- FLAMODByWmkRV 10 Ridge Vsm8kluot OL,@ftAHIggBd AbrNnum Ridge Von for peetwd roofs Wbrkebtl 121312020 from 0.025' Aluminum Aow-vd..for the AporavociAliorthe, Outside, HVMZ �' ' NO Yes it== PAONCbt No )hdon Pressure WA 1 Deck-A1 DA-4 Low Prone, Polypropylene Ptstic, Rod Vent 07/102021 MechanicelN Attached to Plywood Deck. No Yes No +97.51-9T5 mi I I I I Florida Department of Business & Professional Regulation Page 1 a2 Building Codes and Standards 12m2020 Florida Department of Business & Professional Regulation Pagel of I Building Codes and Standards 1202020 Florida Department of Business & Professional Regulation page I of r Building Codes and Standards 12012020 Florida Department of Business & Professional Regulation Page 9 aI Building Codes and Standards lr"io Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit �4$..Entiltvw p3tg Qett Data Pending DOW IY84 Version Manufacurer COMad Enginew&License Validated By Valitlataa Submitted FSC Approval ApproVed 9talus codog Enaw or 2iI 2dg Date. Pendlnd Dole 3M Version Manufacturer Contact Enalneer&Llcense Valldated By Validated Submined FBCAporoval rive Slat- Code Entity or 2g ,mold DataPondin, ,gglg Type Version Manufacturer Contact Engineer & License Validated By Validated Submitted FOCAparovel Approved Status Fus1999#fi EnW or mm �� Y.Rdood By � � � Y iilA� d Approved Revision 2017 Boron Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Walker Category: Roofing (801) 380-6091 Services LLC; (205) 854-0180 Subcategory: Roofing Tiles RcbinAnderson@bcral.co Compliance Method: Evaluation Report home in Product Evaluation Entity ., -; ,,, , : ;+.� , :° �.,-. -; ., - ....,. ..... , . � .,.,,..�... ..._, _.,..,. 10/182017 10/062017 _' .::;:. ..,, ,. •, , ;. .... 10)2iMl7 ,::. ,.. , ,. , Approved _...... Revision 2017 f 58T t45 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: C-veluallon Report from a Florida Registered Architect or a Licensed Floridad Professional Engineer oduet ... ., �,,;:. Tim Robinson Wager A. Tfillt Jr-, P.E. John W. Knazevich, PE (954) 689-7545 PE-44167 (954) 772.6224 lim,robinscn@9ppent.com "�. ': 08olIM17 08/31/2017 091112017 12/12r2017 Approved - Revision 2017 Al American Shutters and Glass Mike Barbieri Frank L. Bernard., RE Troy Bishop, P,E 10118l2918 1011't12018 10232018 12M1/2018 Appiwad Category: Shutters milks @alle712-S82 PE0046549 (954) 947-0880 Subcategory: Storm Panels mlkeh@allemericenshutte Compliance Method: Evaluation Report from a rs.can FloridaRegistered Architect . license or e Flontle r essrona Engineer f1✓kf?9W Jbroducks..-,> ., ..,.: 'tl, . .. .-. .., _..: "Apormvetl Revkrinn 2017 fi1M Crou Ire. k1g p Catpm+Y: Structural Canporronts SubCab": Trim Plates ComplianceII I , ; Evaluation Report Som a Product Evok albn Entity StuartLevde ICC EvalUetloru 9ervkq LLC ylitdwn M. Ranri, PE (897)9188473 (407)681-7917 alewisQeymatw.r»nrl 09H92017 09rW2017 091212077 ptea Approved — Sea Product Model. Number or Name slur ordlNA-once Contrw# Expiration Data Product De- Rhilt Approved for Use In Approved for Use A outside HN1Z Impact .ilosi Ration Pressure .,.:�^? Sea # 1 .,., �:.' ,^. ,; ,".; ,; Protluet Modd. Number of Name 20 Gage Galvanized Steal Storm PonNSMVHZ •. _, - �;n r,: ,.."-: ., .,;., ., ... Assurance Product Desalptlon Comrad Expiration Date Corrugated Gelvmnized Steel Storm Panels retained 12/312020 a not by tracks to provide, hurricane protection. � _-,-..,.n:- Approved for Use Aonrpvetl for use I� Outside HVHZ Yes Yes �-�`,..,�, ,' broad Resistant Yes , ,... ;,,. .. ,. B491G1 Pressure N/A ..- `�# 1 � ... .. .z. Podnt Modal. Nunt1w err Norma 24ga G.Wan'ized Steel Storm Panels .� � _ Quality Assurance - Product Descnptlon Contract Exolratlon Dale 24ga Galvanized Steel Storm Ponals 12/312020 .., _ sit Approvedtpr Lisa far Use In HVHZ Outside HVHZ Yes Yes .,"gwoLammmeCUNty Impact Reslstam Yas Design NIA ure IKE t Prodr2MaleL Nunbee am RW BCIi(AIpM Hbaw SirenpU (H &Ynp; S) kbWl ConneCiDr Pleb 12P1tR022 App[sarstl.fot.Yea Amaovm MtW I� In HVHZ g Y� Yp WA Iinl� Protestant, WA o A 16 any a e• a o, o es , 17 Saxony 900 - Country Slat., Hartford Slate, Shake. Slate; Flat Profile :Stockton, CA 1221/202o No Yes NIA WA Split Old EngHan Thatch 18 Saxony Soo- Country Slate, Shake&amp; Slate Flat Profile Henderson, NV 12/312020 No Yes N/A N/A 19 Smxany'900- Country Slate Shake,Slate-&amp;Spllt Flat Profile - Lake Weles, FL 12/312020 No Yes NIA N/A Shake - 3.xony 900 - Shake &amp; Slate Flat Profile Lathrop, CA 12/312020 No Yes N/A WA e um e- enver12131t2020 NO Yes N/A WA 28 VIIIe.9W Mariam Profile - Lake Welds, FL 121312020 No Yes N/A WA Florida Department of Business & Professional Regulation Budding Codes and Standards Poi t a I 11=01e Florida Department of Business & Professional Regulation Budding Codes and Standards Page / a I t 52pta Florida Dspartment of Business & Professional Regulation Building Codes and Standards page 1 of I vs/mle Florida Department of Business & Professional Regulation Building Codes and Standards pap i it 1151m1e O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ELfl2994g Settle Eaft or 2ok 1k Dods &mla 2dt Must Version Maiuf&cbrsr contest gmhwM&JaMDn vNMdmIN Yakddw higidged FBCAMMM Approved Awn Sella fad Imo. 26k Daft Pardims 2 Mp3 Version Mapper Sreafeat Emhww&Ucwm Validated By Valdobd SWMs4tl FRO Aoprofat Aaorcived H4gB RA1999-M Emilia mr Rib 20 Dee Pending Rat Mea Version Mmxdmctuw contia aLk� VUdWAd0, Veddabd Submitted FECAL Approed &lido Otte onft or Data 20 Dap goes a go Mea VMW- Jikmdachro Contact Enakm AL4� ValMwdBy Validated AlihlBMetl F19C AgenovillAntsttal &Lgrs Revision 2017 mar Building Components Group had. Category: Stmduret conpo rob SulaCelail Trusts Pt1es Stuart Lowe ICC Eveh a ion Service, LLC 1NMam M. Raman, PE (947) 9188473 (4Cn M-l817 WW*UGP"Mt*.wm m7192017 09/072017 0911 Approved Revision 2017 11W Bowing Components Group tc. Category: SYueWtN Componen Subcategory: Trues Plebs Stuad Left ICC Evaivalbn Bedew, LLC 4VMem M. Ranted, PE (847) 91&6473 (407) 6814917 ebwe®elpineitw.com 091192017 09707/2017 08212017 Approved Revision 2017 nW Stadi g Compatema Group ec. CaWpory: Structural comment SuMleeegorY: Trans, Peres Swart Lewis ICC EvaWetlen Service, LLC Mlem M. Rand, PE (847) 9 8.8473 (407) 681-1917 abfle@etd WW cop 09119=7 OW07/2017 09121=17 Approved Revh on 2017 MNTek Indusbbs, Inc. Category: Structural CpnpolroMs 9abCabperyr Tess Plebe Devil Wert icc Evaluation Bowles, LLC ICC Evaluation Service, (Cold) 851-7480 LLC. dwertitifirudl.com (206) 699A800 10'19=17 10V191 17 10rZI Approved Compiler-Meecdi Evaluation Report from a Evaluation Badly CempUmce Method: Evabatorl Report from a Product Evaluation Entity CowoMm Malho& Evaluation Report farm B Product Evaluation EMgr lerr- Method; Evalookot Report from a PrgdUct Evaeelbn Entity — asProduct — FL91ea94te fie Products an DataIaRYtlZ AW,,W forU" Aggroved br thoo .Outokle HVHZ biggest gnbtwd Design PJwi¢e AME CLaftAmEmmm C22okmLcmbd2LOWL.Fi1fiS Agoarcived far Uss ApWOVedfor Lift S Mmaai Reams Ralf !e.(ldYrs DW Prodrctamdel.ItumbererNrro Product ExnkaftnOW Am adfwU.. InIA(rg outside tlVFQ kill" psalm Pegg PLA219741111, Product $mat Product Model. Number or Nano COMM Explosion Approved for Use ALstionfiedMuUm impact Data In S Dnhm !NOW" 2 IT1N B= pkw Fags Pleb Metal Connector PWW 1213121= Yea Yes WA WA 3 mW BCCVAIpau Tr lox Metal Connector Plat 1213112022 Yes Y- WA WA 4 UVI BCG/Alpiw OMave Metal Connector Plats 121312022 Yes Yes WA WA 1 M1esH5 18 ga. super high attention traps connectorpletm 01072023 Yes Ya WA WA S.Mb Florida Department of Business & Professional Regulation Building Codes and Standards Pelle t a I 115rm16 Florida Department of Business & Professional Regulation Building Codes and Standards page I or I ingrate Florida Department of Business & Professional Regulation Building Codes and Standards Pape, a 1 v52ola Florida Department of Business & Professional Regulation Building Codes and Standards Pape 1 a, s to,a O Product Approval Application Detail Product Approval Application Defall Product Approval Application Detail Product Approval Application Detail /(D FLe2197#8 dew SdtO! Version Munffacti~ Pd�csr conk a Engineer &License Validated by III. Rim! Validated auk FWADmvW 1� AouvmW &Lea FLe2197#B Salk Mon Version Menullooftear aft contest en i—&Li� vaaa.td9, R� 1� I YaNhointl Attesigist FBCAa l RaL AuWWW ELtIa FLni97#9 Srelit Mpg ENteLml C..bld Enobw&lke Vast Dow go! VmgdWAd Submitted FOCArL[arffi URR�L Apprmad is S&de Mpg Version l EntlS!.4L o� F yogdowdBy � Dot Perudirum V allot d eignmw FI CAocmN Aan[md Amin �s ) V Revision 2D17 MaTek lrmustrles, Inc. catppry: Swat. Component Subcsegory: Trim PMu Compliance Method: Evaluation Report from a Product Evelmatbn Entity Dave 1A'at ICC EvahrNlon Service, LLC ICC Evaluation Service, (314) 851.740D LLC. dvAn®m8.wm (205) 699.9800 10MMO17 101192017 10222017 Approved Pevbm 2017 MITek Industries, ins category: Structural Co npo ionb SL&Cabgoryt Truce Pips Compliance Method: Evaluation Report from a Product Evaluation Entity David Watt Poe Evwuauw Service, LLC = Evaluation Service, (314) 351-7480 LLC. dwerlCmil.com (205) 599.8800 10,14 17 IOMW 017 10222017 Approved Revklau 2017 MI Industries, Inc. Category: Structural Compowms Subcategory: Truss Plates Compliance nce RIPMad: Evskmbm Report from a Product Evaluation Entity David Wort ICC Evaluation Service, LLC ICC Evaluation Service, (314) 051-7400 LLC. dwert®mii.cmm (205) 504800 10/192017 1017S2017 I01222017 Approved Revkbn 2017 M9Tak Indueabs, Inc, Category.. Structural Components SubCous": Trice Plates Comptenw Method: Evaluation Report from e Product Evaluation Entity David Wed ICC, Evaluation Service, LLC ICC Evaluation Service, (314) 851.7480 LLC. dwen@mdnom (205) 50-98M 101192111117 101 loan 017 Approved CC O FLfi21974116 Product FLM074te Product FLs21974t9 Proceeds FLu1974ts Product L Gtudft A— Approved �r>.. f mma � CLOM Aeaas'bea A�for Us, Approved for Use g�gg ggg� a Aperowd for u.t AI liea !Lw � AbwoVadfarsae Apwpymwrits Raab � &ea! 2 Mil 15 Fta9LEd 18 gm• true connector pleb 01/012023 Yee oNhte� year d N/A Pressure WA ileac 3 Product Modal. U��iarerNano MI'i81i5 18 pa. high strength foss oonnnectoropt 01/012023 In outktetlVF¢ Yee Yes WA Pleasure WA a-* 4 Product MatLNumber ertkcw Ml� ProductDwatpnan 20 ga. trim connector Dleb 01�12023 !ayes QubNb XVtiZ Yee Yee WA PWa!!ad WA ilea! 5 Nm1oH.4 20 pa. hlpFu etrm0pt Mon connector pleb 09t072023 d0 lirmYes l .tl)QZ aseaf Yea Yet WA Preastions WA CIO $mmhclm.L Search lr U 0 V D(��' ('^ V, Florida Department of Business & Professional Regulation' PageOf2 Building Codes and Standards 112012020 Florida (department of Business & Professional Regulation Pagel a2 Building Codes and Standards IrWD20 Florida Department of Business & Professional Regulation Pape 1 or Building Codes and Standards 115 1a Product Approval Application Detail Product Approval Application Detail PP PP Product A Approval Application V jjIt, Ill 11 it !I Multi 1 1 NO ,. ,. ,.ill _ ,rye •, ,:, f ,.e,.,,x'., "• „ss, ,,. r. ,_ .,.-w yx ., t n - : ., •-s"�� � , ..a ,,,x'b. a7 ,l-f , �„ �� sir �i5r .. 4). Fll1774.R6 jypg Editorial Change 2gdt Version 2017 Manufacturer Weyeh.euser Category: Structural Components Subcategory: Engineered Lumber Entity or Contact Engineer&License UNldaletl By Rob Beldeln ICC Evaluation Service, LLC fen Lehrer, RE (253) 924-6476 (608) 839-3288 Robert.Baldwin@weyerhe ,� Validated Submitted 04)012019 03222019 Data Pendna FRO Approval Approved 04/082019 $tatSL1 Approved Mae llfrslaa Review 2017 MamIi�HM Commorow Connell Prmducts.lac. Cabpny: Structural Component IWbCatspory:Product Introduced eta Result of Enak S Emhoet&L Validated By RobwtC b THUY11. HUYNIt John Hoy (813) S593707 PE60122 (352) 58 11 PrewamaWrltayahoo.can ) WW Y &lYO:IOn FH�Agp[p7rst 101142017 10/132017 101221=17 :>!ft Associated 12/122017 so" Approved � Uj Quality Assurance Approved for Use Approved for Joe impact Deslnn Sag# product Mosel, Number or Name Product Description Contract Expiration Dale In HVHZ outside HVHZ Resistant Pressure 1 High Strength Cannde Llnleis 4, 6, 8, end 12 inch wide lintels 05212022 Yes Yes NIA WA Compliance Methotl Evaluation Report from a euser won Product Eva luet on Entity -R40 prop dull_ New Technology CompilenceM9ecd: Evaeetimn Report from a Florida RegbWmd Architect or a Licensed Florida pmfm onai Engineer se" Product Model, Number Or Name. Ouallb Assumance Product DeecHalon Contract Expratidn Dab Ampravegfor Use In HVHZ ApprovedforUse Outside HVHZ Impact Resistant Destmr Pressure �n�P roducts 1 2 3 4 Mlcrollam LVL PerallemPI Timbershand LSL TJ Rim Board Laminated Veneer Lumber 03/312021 Panels! Strand .Lumber 03/312021 Laminated Strand Lumber 03/312021 Structural Composite Lumber or Oriented Strand 03/392021 No No. No No Yes Yes Yes Yes N/A NIA NIA NIA WA WA N/A N/A )nit: 1 Emdm mmdm•Wanberormwm Quality Pfecuit or Commercial Concrete Products Quaw P"Xmdom it mmkoftn DataPRSIYFROtoklo Pretest and Pfestfeseed Connote Lint 0&26=4 Approved for ties Approved' .for U! No Yes h=nt Resistant WA pmam Pnea9rs NIA Q J board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/39/2021 No yes N/A N/A SHEET W. PA 1.2 ��" � ��� �� ti��a� �W�o �� t r