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HomeMy WebLinkAbout3287 Lytton Hall DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. ALL WORK SHALL COMPLY WITH P9,77,;AILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRICCODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES Oct 1 i19 � DIAI° �IL PLAN EXAMINE7 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 ROOF FRAMING PLAN 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 Handler Unit FIR 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 BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm, Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL 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 orCONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof 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 WIC 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. Flr. Finished Floor I PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. M 1941 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 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 PA1.3 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. C s J a C� M � z N O � N z � � ¢ M N E3 M to C 0 Vi Y 0 CD Q o Q .0 — .Tm w � Ln c E �N 9 o � � U m w m °- 12 E 0 U p N ¢ R O �m N �O O oM Q N o o Z N DC a ALLY.@� a w LULU z a = � ZO m d o C N LLZ y M E� °, a W P •• C rB ZZ DFES 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. o C w M M m o Z � c6 E Q � za oo }N Z0 oa C B 4 ZU U t O N o F ¢z 0O 0 Q aZ o 0 ¢❑ sw m 0 ro r0 U) C r Nm O oLL ¢Z O U Q U OZo wLL 0 ao a yw ?� az �3 cflO V M 10 =O 0 N W �— O 00 � T Q C L o N co T� o J f U') T � � � N rn r d' E CO cN w CM N r v; o z Z E O N cc C: a E U � Q p� JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. S A D S3 S3 H.B,+ d. ■ C0 gOcn L '- I ' oo 1 T-O8„MU) I T OWNER'S SUITE B _ 8'-0" CLG. CARPET O 5-SH R- BUILDER TO � PROVIDE W.H. APPLIANCE 0-, PROTECTION WHEN REQUIRED PER FBC PER 2 CAR GARAGE 8'-0 CLG. 20'-08" 1-----____-_ I I I I I I I I In 6" DP*- 1 W•I•C• I 8'-0" CLG. AT� I CARPET r *- T-8" I I I I I I 178,J I I I I I LINE TILE - 3- F ;nI ``' w I 00 o00 7 COo S3 I Ly 64" 9868 o iv (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE RROU M' ifl FAMILY R M 9'-4" CLG. CARPET � 23'-O8" LO 2668 I HANSON I BOX @ 36" ( A.F.F. I DRYER VENT 1 THRU ROO I 00 1 1 I p l l EDGE OF SLAB 2" 1 1 0 1 1 BEYOND WALL w I I S3 I uj > r-�-� I I O I I I Il I I I I 11 1 1 I I I I 1 1 I I I I d I I I I I I I cNl I' NOTE: FINISHED I I Ili Q N IC WALLS TO BE L 1 FLUSH. VERIFY IN I I I I FIELD. I I ----- ----- K (4) 2x4 #2 SYP CC S3 STUDS W/ USP S3 D G.T. _ HTT4 @ BASE 9'-4'CL .IF ny 3068 A I 10'-108" ;n 6" 7 ' -0" 1 o Eo d o) _ z TYP @ 1 STORY 3 co ^ N 60"x36" SHOWER D - T `0 ° --- &5----- -- -- -- lfiPT. W1 OPT. D ' 2:12 VAULTED CLG. AHU �y R.A.G. 3'-10" N - TILE 50 r 8 8 v LO T-8" ENTRY 8'-0" CLG. CD 7 Zo r 1 V-78" 6'-10" N -4" AT T-4'� -------------- - - - 2668 "c!i 4'-7" 8'-8" iv 5'-4 co I I 2668 r� r '- 14'-6" 5.�,, Cl) N 4'-0" iv ---I - R&S - - - - T-6"10 -1 r oo 10 I lit 9 PATIO CAFE 8'-0"CLG. U) CARPET O 00 / I LLO 5068 B.F. OPT. I 1- RE rt BEDROOM CLG. j CARPET I I r 2' " 10'-4" '- 2 M BEDROOM 3 8-0 CLG. CARPET 1U-421" I 4068 B.F. BEDBR„GLOM 4 G. CA PET Lo � T_W M o r �o N a ' Tnn'8'-0" 2,_4` _ _ . M - - = --- = - = -'---- Z W g / r Q N 20'_� _j U -- F___; -- I o o 31 D4 _ o0 18 3 L _ _ _ J I I I cD - ILE .. SI Kwl ISP 2,_ 5'-3 " M v / (2] 1 �' ■ / / I CO / AC PAD / / I M I 111 V1 ro`6 P ANT Y a Mw FLAT L. ,n� 5-SH r 16' DEEP �; LL m I Ca IIx 2" �I I b3 TYP @ 1 STORY A S3 VAUL TIE "' I I I FIBERGLASS SURROUND °� N 3s - - - - - O Q M . t --- I I I I I I I I 1 1111 111111111111 11 .11111111 0. =j" I I I I I I I 11-11111111 11111111111111 =1 I I 0-1-1-'T 17111711 1 mil I I I 1=74 25-SH 25-SH H B EGRESS EGRESS O A S3 Q 15'-1 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 184X254 S.H. 13 20 X 38 j 18' X 371 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20 X 72 1812 X 714 S.H. 11-12 271/4X26 26X254 S.H. 11­13 271/4X388 26x371 S.H. 1 H4 27 � X 50 j 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 a 3671 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 j X 63 3671 X 62 1/2 S.H. 26 37 J X 72 3671 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 X 624 S.H. 36 54 X 72 52 X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 f 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �q +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO ET OH SEE SN SHEET SEiz; PH 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 i1111111111111111 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 116111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN - B1 EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR FIRST CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION IR-11/R-13 KRAFT FACED SCALE: Y4rr=1 r-Orr (GARAGE / LIVING) � e r i� L� M� M � N O - Q o � N z V1 _ ^1 o C-D �) Y (j5 W 2 v o U o a �- 0 W t N c e V. ZD� • U CO W - E2 E - o g U o • C2:� U) `_ o T MID S m N N Z 0 Z W �Q o w z LL �.gU W w m P, W W �z a W m 2 Z O m <- O� `�U e :L D' `0. 0 "•, 0 F Es �\°�����'`.,w �'"rrlfdtEtt�tl�� 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 st uctural engineering portions of the drawing pages bear ng Engineer's signature and seal. r_ co C W Z M M J w p Z Q LL E o z 20 Y Zo oa W0 n7 _ x� a` �° a o1 O E O z aO ¢o dz �J L C / m� o o f W O Q Zo Q U W ao -z a NH 1� o w¢ >O a 10 v is °� =0 0 CM � T 0 Q C o CV CL a)m CU 0 ■ "' J '- O LO r 2 Cfl o^o N 0')ui r c M M N � r d z Z E c a E U � Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 1.0 L: t2 C) C'4 M L0 L0 W -0 0 LO L0 rn Qf C-1, E E 0 in LZ C-> —J, 9 0 LZ 15 rn cn q'-jjj" 8 2'-813" MIRROR MIRROR 50 00 1,20 110 ro CY) -' O I:j OWNER'S BATH OWNER'S BATH BATH 2 C? LJ Lj Lj HOOD a> 9 9 ZN 60 sv- o El DW Z 9 IZ Z 9 z )" OPT. RANGE REF. iLt KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS_ SCALE: 1/2"=1'-0" Ig -j O M� Cl- 4--J 6 0 Ln Ln -2 allE LU U U) MID 0 Z , LU Uj \AW IV hit < LL WE -e <4> FE 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. CD oo C13 z 00 < C" LL. Z c6- E E 8 ca rd U 0 Q 0 E 2 -z a) 01. 9 < 0,' 0 . Z , q 2 W H ., fti em wa Q z Cn j I z zo 0< 0 man CL z 2, 6 CD CD GO 101. US C:) CY) C) C CN 0 LO 00 (%4 C) N 0 E -E cc :3 z E 03 E 0 0 <-0 JOB NO: 19-5335 SCALE AS NOTED SHEET NO. 2.0 O O rn Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD oo C13 z 00 < C" LL. Z c6- E E 8 ca rd U 0 Q 0 E 2 -z a) 01. 9 < 0,' 0 . Z , q 2 W H ., fti em wa Q z Cn j I z zo 0< 0 man CL z 2, 6 CD CD GO 101. US C:) CY) C) C CN 0 LO 00 (%4 C) N 0 E -E cc :3 z E 03 E 0 0 <-0 JOB NO: 19-5335 SCALE AS NOTED SHEET NO. 2.0 O O rn bo i0 2'-0" 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 HEEL T.O.M. — — HDR HGT. — — 12 5 12 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ----------------------- ------------------------------- -- --��---- TEXTURED CEMENTICIOUS JWA +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 ;�5 T-0" RIDGE VENT 12 5 12 T �15 SILL x t r � x PROFILE ELEVATION 0 DECORATIVE SILL FRONT ELEVATION - B1_ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ I HDR HGT. TEXTURED _ o CEMENTICIOUS 00 bo FINISH ON C.M.U. z (TYP. ) ----I----------------------------------------- I---- F.FL. LEFT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. I o - N � 0 0 z n z d E3 N U)Ln z v U o LL Vi Y (O w � a '� • U W � N E N N o V � U 00 W � �- f2 e oMfgg U a 00 T N �O N o� rr LL�Nz w W loft"'," Q .� , G� < •: C� h 4Q- ., 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. r. o coz J z z wM M J U_ mr E OV o s m zo oo z � >m Z� z® oa tz XO0 00 , N wo ¢ 0 a �w L ra ej C . O�Y U m 0 O of Z � _-, �Z manLO N O c LL ¢� a O �w xk p oz 3 O o O v w zla } a = ° 3 0 O Ul � ^L1 \W �- M � > T C:) �L n O � co L 1 2 •� o LO r 00 rn CO M r ai @ N � r j o z z E 0 E c a U J Q CD J JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 3.1 I 1 1 111 1 11 111 19, l:11, 11111,Itli 111 . I,LI, 11 rn 3 iY -O 0 h rn • LO LO I 5 m a' 5 -o cc 0 0 J LO LO I D7 a! s c a� v S �v+ c -L 3 U Q rn 0 E H E S CI J N LZ In 0 c 0 U 'o c 0 -U J r7 O] N 0 0 a O N N 0 m (N O bo 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS T n KA 12 5[� 12 T-0" RIDGE VENT 5 L 4' EXTENDED OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE VENT 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. 3 TAB SHINGLES. ROOF R703.7.3 Water -Resistive Barriers. INSTALLED AS PER MANUF. Water -resistive barriers shall be installed where cement plaster 6'-0° ; — SPECIFICATIONS (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 y® 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. TEXTURED 1. Two layers of an approved water resistant barrier material in CEMENTICIOUS CEMENTICIOUS accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper FINISH C.M.U. backed stucco lath) over an approved synthetic house wrap. (TYP.) 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. 12 �5 REAR ELEVATION - B1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 1 r-Off V-0° -- —-------------- — --- -- —--------- ------ ---- ---------------- 1'-0" TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 2-0" 01 ap CEMENTICIOUS (TYP.) (o FINISH ON C.M.U. (TYP.) F.FL. — -------------------------------------------------------------------------------------------------------------------------------- +3" SMOOTH TEXTURED BAND SCALE: 1 /4"= V-0" RIGHT ELEVATION - B1. 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. 0 z N O z � N � N M to z v 4.1 U o LLL Cz Cn Y C6 r.,., S U a 'Its '�'C• 0 T w t— tn c E N � U 00 �— [2 E o R o vW om Lv a' a� m �m N �O LU g o N o w Z Z W LU N a ' ry 7s f ' LU V p G] 9 ia m m o¢ � d 0 N C N O z LL Q rn W N ``IN a O� < R" ''R O F E S S`��,1\*-' � Jr�rl't!f l: l l { 3l441� 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, CD o � w z M 2J2 os z¢ LJL Q E OV ECo zo oLL >m ze oa i- M _ o X� az 0 O o °Z N @ L wo < a 0w ra p y U m a O z aw NORa N Q 3 F 0'. ¢ zz g O w 3 �2 �k JCD o as �o � ¢ zIa OU � c C:)0 .N > nL1 `W / •- (� M �1 r > T 0 < C U 2 _ C Q +-+ T- /�\ — � T .T� J O LO T i 0 0r0 N O' T @ M N � r �; o z z E O E r`p c d U J Q 0 3 JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 3.2 3 iY d v x c0 r'M 0 CV r- rn rn M M v7 I rn x m O it v x CD 0 J M M LCS I CT CD -0 v i rn IU- Cn C7 i 0. ♦— N E 0 x v i LZ 0 0 0 U U 2 0 U J tZ rn N r 0 0 d O 0 m 0 2" 1" N N 2" iv 00 CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2° BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �r N 0 M _ SIN M 32' 11" 32" 1" 1" 1 8 12' 1" 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUSI 4" 22 . 1 1/2" RADIUS 2 1/2" RADIUS CAP 1/2" RADIUS 1 -54 VARIES VARIESoil VARIES 12 VARIES BASE cola �,N rIN T L, _ CO CAP iv 1" 1" 1 1 1'-0" 1'-4" 1 1 CO iv BASE 4" 34° 4" c•il<t r Mla ,- 1 1.. all � � I I I I N �� .-� rIN 3" T 3, 3" 4 4 _ � cuil M,�IV VARIES 12 ,,, ,,, z z �"' r 24' 4" y • 1 i 2 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OPENING 2" 8" 2" _ I „ 6 1'-6" 0 N 1" � �� �� �� �� �� al W w Cr < > 1-1/2" THICK rn w > 1-1/2" THICK N cc,IV 4" 2 4 _ (V 10, 10" 6" .6 _6 N a b 78 s" 2" 2" N rr �M "SIN 2" 4„ 3 I I �4, a _ 00 IN 4" 1" 2' W 1-1/2" THICK" 2'-4" 1'-10" 1 4 3" 12' 4" - (V L H 22' �rrj 5z" 11-5„ 5i., 4 3„ �A cb''L z 44' VARIES VARIES 4„ I f 16 r--------- _ I 00 `o i '46 c° 12 I + VARIES VARIES I KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" - Cq KEYSTONE F11 OPTIONAL 3„ 3 �3" 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" Rg4r„ VARIES 2" 00 fV 1 " 00 0 ih ih r - NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-" 4" 3'-00" 4" 101, 1'-4" 101, 14' 1'-64" 14 o 04 <V 12" --rJ1 54 2'-1" 1 -12 54 7 Rs3, cD N N iv FV� 1 _ M 12, GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH l f 0 c� a z N O O O z � O z Q w n cNi _ tW1 �- T (6 w o 0 o Q w � N c o o � U m w m o $ z— I 0 �m N N o a o o N o w z zLU w M � Z g .a W�z °z w W 110Z Y E N O � E m a? Q Q rn 9 8 Ca W a M c Q I-- ❑ ❑ rn 0 N M 1�- 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ASA w M M z o z J LL C Q G O E v z o wo » ¢o z0 I— @ Q=co XO 00 o N ¢ ¢ az wo ¢p O dz ¢z W Y% L rp - zz oY g mO O Cl)F 10 �o ¢ w �z mum �o aE �- CZ) z �F co V z¢ a c 0 0 \W / 00 0. (1) r W m 1 � O .a"v � T ■T� J TO r .i C0 000 N 0')ci T .T CO M N o Z O m m E a N FL U J ¢ -J JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. F1 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 n 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER : NEC 14, 250.94---/// NEMA1 200 AMP copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu � 4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 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 2017 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 GFf GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH Cb ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;W EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR QQ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ►� ELECTRIC METER n_ ELECTRIC PANEL —L...I DISCONNECT SWITCH ��9 ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT L OWNER'S S Y ITE 1 ' / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE u Y PA I�O �� j CAFE FAMILY RM G � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE GFI L0U U.C. OUTLET FOR DW U.C. OUTLET iil . n _ _i ■ IlGr Jam, ■li � V 1f��1 �I /PENDANT PER SPECS 7M.1 i 111 ' H.B. GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H, IRRIGATION _ _ _ _ ---------'—� VERIFY LOCATION GFI @ 44" A.F.F. W H ELECTRICAL PANEL I I 1 0 II W.I.C. I I I I I I 2 CAR GARAGE I I I I GFI FOR 1 I I GAR. DOOM I I 1 GFI I I GFI @ 44" I I A.F.F. I I I I I I I -----------J I A I I N� I �( 1 1� OPT. OPT. o D. r \ / AHU I GFI @ 44" A.F.F. CH I _ 1 ENTRY WP '3 111111111111111 GFI --------------- h S.D. -� S.D, C.M I OPT. RE_ - iBEDROOM 2 �� , / 1 S.D. IF BEDROOM 311ATBEDROOM 4 G' I /� / N I t \ � 12ROUGH-IN FOR OUCH -IN FOR �/ ' '/ ` \ OPT. CLG. FAN/ I OPT. CLG. FAN/ / / I I LIGHT PRE -WIRE LIGHT PRE -WIRED G I O \ �/ I ROUGH -IN FOR I OPT. CLG. FAN/ I LIGHT PRE -WIRE 4-4 MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" l L r u 0 Z N O a z � Q o M z (n a n' `o Q) LL a--+ r6 r.tJ a r1 'U a tU 0 w o � � c.) m w � o g (� N 0 Of `[ ° 0 Sm N N v�i N Z LU o o w Z Z W Nz Wm� w V 4 Z 0 . Ito N O LLC W Q �4O M�= o U U H 00 rn 0 CV M ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r, CD CDJ Z co coO J n Z ¢ � Q E n =o �� » Zo z® oa X O 0o¢ 0 U U 00< CD E CD CV ao ¢ z 0 ao �z w z r � w0 � rp j CY C z �m '0 0� >z M z Q � �� a 0 U a (nw C) �3 O a� J ui � o CDa cfl � -0'- i z¢ 0 — U3 C C:)C > L \W / Q0 M oo--% > T 0 U CL m z' C o r1^ O Y, T- I � ,- ui w M M N a m � T N I Z Z E O N E c a U _j Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 4.0 M ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ, IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21'00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE`* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED, RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ 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 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. i L z N O 0 0 z M � o N JE3 U) z N o � U V W a 0- U � O W t,n c �Ln N o U °° �— m E 0 3 V19iBjlg I'�I, U o ly U' T • _0 N N Val N z LU M gQ O Z LU `� C.5 W Lu z C m d Cn o a 3 y=ENo3 � a Q � OWN Do . o a _Jell °•- 4'' 1 4 `f `iPtFis f d `; 4 iEvtftl3�� 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. o m w co i2 o s z _J LL Q zo oo >m zo a� zp ♦— CL E O F x� 0 o V Q � z D N M z 4 0 ¢❑ a L r6 _ Y U N m� O O � z J m a� Q W �z Cl) N N 0,2, z go tz U �� <s �0 �w o az ¢¢ =3 yo U o r a o c C:)O .N > •� M �..� � > r O U '< �C Co co� V 0 O� r . _ J r LO T O 2 CO � � r T— v M M N o E ? T rri Z E Q y c a U Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 5.0 c c d 1'-4" V-6" 5'-78,. 6-48" 6' 0" 6-0" 6' 0" 6' 0„ 6' 0" 5'-2-38„ T-18 TYP @ 1 STORY 3'-0" U.N.O. A 83 H.B. 7-10" oo I----------+- -- —: o -- o --------�: — — BUILDER TO +-- -------� � 4'1-0" 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR O • I � p'_p'• I I : • PROTECTION WHEN REQUIRED I VERTICALS w/ in ■ : I : ; I : FILLED CELL PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. - o SLAB FOR HERNANDO I MN r I; K iv I v COUNTY ONLY S3 I J S3 3-1/2" MIN 2500 PSI CONC ; SLAB OVER 6 MIL VISQUEEN 2'-7434'-9" 4'-10" VAPOR BARRIER _ ■ ; — CJ -GJ — CJ Cl)^ 5'-3" 1'-10" T-6" 0 00 I I T. D -3 1/2" o 2'-6"x2'-6"X1'-0" FTGftS3 ___co I W/ (3) #5 E.W. 3'-5" ._ .� �� SLOPE T-1" (2) #5 REBAR _ ' ' 2'-6" x 2'-6" x 1'-0" N ; AHU I I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A S3 CC S3 FILLED CELL r — .__I - - - 1--I- - - '.'.'.'.'.'.':.' '� 0o _ I- 25'-10128" / �i�l 9 � 00 5'-0" 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI PROVIDE Y2" x 9" LO CONC. GROUT FROM FT. TO BEAM �� W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT. POOR I �4' I SLOPE I L S3 C9 v o "' 4'-0" 4'4" 4' 6" TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" I ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. ■ ........ : ■ ■ ■ ■ IW/ 25" EXT. ABOVE SLAB "GRADE 40 i LOCATION ......................... • ........ . .......... i STEEL" 1.. .�.�..�.�.�.�.�....: 4'-0" 16'-10" 12'-10" o :::: 1 :: 10-104 STEPS AS PROVIDE 1 Y2" RECESS i j / I ♦ '.::: '.'. ' : .' . I �r REQUIRED PER FIELD FOR SGD. REFER TO KITCHEN ISLAND :: MASON'S SLOPE FOR OPT. ' •' ................. : ; ' •'' '' LOW WALLS i i I iCj: " ' •' •" " CONDITIONS ■: WIDTH i i� CJ I------- - - - - - - CJ REF. CJ-�j •■ r — E - - - - - - - - - �1 -_ I TYP @ 1 - CHASE TO ISLAND I I i� rt I D.W. I �� ... I It I STORY U.N.O. - A N o ,- S3 i I I I•• I} t co I %� L� _ _ J- - - :: I :: III 00 S3 `O r "' I SINK I DISP I 16'-0" 2.-04.. 6'-10" ..... } } 0'-01, IIt cl ■ .. O I I : ) Cl)1----------- - I 0 I` - ---------�-- ------------------- - --- - -------� H.B+ V-95" T-283" TYP @ 1 STORY U.N.O. A S3 5'-0" L 5'-0" L 5'-1 3'-10" L 6-0" L 6'-0" L 3'-10" L 2' 1064" 1, 5'-116a" L 5'-0" L 54" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN V z •--•-'�—� W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" "--#5 CONTINUOUS ��: ; : _:' '•_ REINF. SEE FND. FOR QUANTITY • •�• ', ;,: ; •; #5 X 25" X 25" CORNER �• � ' BAR ONE FOR EA. • _ - _ • •. - HORIZ. REBAR, TYP. • .• U.N.O. ., - ., • ., "Alternate: The reinf. bars shall be • •. cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 Ic)' r- J f M M N O z o J M L1 N E3 �v. M o ax j, Y U LeJ r.g ® Q 0 -a)tJ1 c E c m m `- o 8 I �� v o os C U' �m NN �N M 2 A �' O FL Z U ul 0 zH J N V W ~ y10 LLUU LL W Q Q N ¢ � p � U R .�4 NF � r • 4 ww~P It ^ ��^ \ ' z, _ • ~ �N i 'v• ' •Qx'•F e. ,ta e.w••R� 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. b M w cl7 vN z O z < � CCf C ®10 Wo - Oo LL }m < N z oa H O E x� �< Q OY N<o 0 ro ro cn c C z iz < U m0 o Z r U) wm ¢w z z a O oLL W < 3 ¢ p= `v 0. a °3 C O D � ^L1 W .1 (0 CIO > CO L L o N CL in co f� f— .� = d- 0 o � U') co 0 r E CON w M N o z E 0 •' �' @ E .. ai JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 6.0 3 0 n cn rn LO r� L0 1 rn i m rn c -Uv CD 0 J LO K) r, L0 I rn c Q 0 i v M- E v F- y N E O x 0 a J y _N LZ O U C O C.i I y U U O d d O O U O J N it O) O N \ N G 0 _O a (2) 2 A112, A S3 U U J1 CJ1 Ln U \CJ31 MLO v CJ3 rr CJ5 CJ5 EJ7 I EJ7 I A EJ7 EJ7 S3 EJ7 EJ7 (2) X -�- EJ7 4 b II 1 1 t EJ7 EJ7A 11 I EJ7 A � 1 — — 7 D1 S3 EPA EJ7 if ) EVA ¢ G 1 I EJ7A N U J11 U C7 (2 CJ31 EPA ¢ EJ51 EJ7A U ..... . ...... UJI EJ7A I U I 7 /JCJ3 EJ7A 1 1 1 EJ7B L I EJ5 I EJ7BEp M EJ5 a CJ5B EJ5 ". Z•�AP y�S CJ3A CJ3 A M LO U U r Q a I\ ¢ LO ¢ co ¢ m ¢ m ¢ a a U ¢ Q Q ¢ Q v ¢ CO ¢ w ¢ ¢ N ¢ N v M N CJ 1 00 m U U U U U U (2) A A(2) (2) A S3\"A UPLIFT CONNECTION CROSS-REFERENCE 7/29/1' MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 5YP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 112" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HT74 3610 3105 5/8"ANCH./18 10dx1-1/2 HTT4 2715 5/8"ANCH.12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD * 3130 3050 5/8" DIA, BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d I SPT22 1 685 1 1 8-10d SP2 1065 605 12-10d SPT24 1 1030 1 12-10d 45 555 12-10d 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) r• if > (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'� *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS r5m1 OR GONT LEDGER R� (A) T$ INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLANT SCALE: %4"=1'-0" �_A I I i, I I I- 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 1 T-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ' 0 Safe vertical load Safe horizontal load — ----------------------------------------------- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O O O 8F8-1B/1T 8F8-0B/1T O 1�mi 1�ml 1�01 INS ISLAM 8F441B/1T8F40113/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID O `t LU O #5 BAR CONT. 8F12-1B/1T (0 N" LINTEL DETAIL SCALE = N.T.S. I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8 F 16— B/ 1 T a z Lh Z tNOMINAL. r QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS c-1—f' precastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5BAR R 11AT . 1)RE ALTERNATE POWERS MIN. (1) REQ'D 1/2 STEEL LINTEL CLEAR O 4 ° a M.U. #5 REBAR AT TOP a ° n MIN. (1) REQ'D 1-1/2" CLEAR C ° A a 4 D ° GROUT n � O L a to Q C.M.U. 5 REBAR AT = <n w Q ° O BOTTOM OF cn z w w w 0 LINTEL CAVITY u~i � LU OTTOM 0 ¢ U O 1- REINFORCING ¢ ¢ C7 °� ? `� > 7-5/8"ACTUAL PROVIDED IN LINTEL °z w 'f' ¢ _' O 3 D D #5 REBAR AT B( VOMINAL WIDTH (VARIES) v In, ¢ a S Qo Qo AS INDICATED 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 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: Y4"=1 r-0" �t I 1 ram_ =1 f q Ca` s LLLL:-, f M � N O ryQO O Q — J M N E3 M WF t0 Ln oCZ W'�l _ T/�� C!% CO- LL, V O a a — - 0 LU t/1 E ti o � m � Vw _ E;v Cy o y o I N N V�i N H oZ U) F-Z us M N�z� V w Z J 2 o a w U1 a m��W Z CkLU � z o -eat' LL W W� \— v<; O!i E 1,, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co w M Z � s z g ECo QO 4N Z na C K OO O O N IFO0 a F z o � I. O az ¢w 0) L n3 U) C _ c z y y O m 0 O ow } z Zfn < Z C a gZ o �F o 30 oZ �z Wa �� =� }o �O ZIa 3 �O 0 .y �— CM � > T 0 li W m T� 2 C O ,- IT o ro-O r CD rn co N .. M N N ~ o z E 0 E m c a U � Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. 8.0 3 -c L c v v t2 0 CV r` -I- M L0 I w m o-' aci co 0 J L0 cii L0 I rn IY aci •v i v+ rn 0 a E E O c c J N Lam. 0 E U CL c U J La. rn N 0 0 d rn 0CN N 0 0 rm v c 11- - - - - - - -I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED ARSENATE COPPER AR 0 S E CCA-C) WILL NO LONGER BE PRODUCED 0 UCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT 0 S CE 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 BUILDINGENCLOSING WALL E CLOS NG THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2 UNIT WEIGHT F REINFORCED T G 0 ORCED CONCRETE: 150 CF P 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2. 3, 4. 2.3.1., 2.3.2 & 2.3.3, ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS-10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32 EXP 1 OR 7l16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4. 5, FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. - SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy - 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148",2 1 d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6, 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution, If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalis. 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 control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTOR RESPONSIBILITY TO REVI EW IEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1j" 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 CA THAT COVERED N B E ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c� i_ s-- J L � _e f "J M ( M V M .-' all N M OO O z M o E3 U) N o ^' W W IL ci_s Y IS! n o ,, 0-, V) o N y o � � U m 2 E oilLu m o g = 0 o ag r_ U) . Y ®o �� wz M ,p .-7 ZWgn,2Z U z 0 R z V 0 0 O cm R�o � m o p' i� W t� U) .+-• C N O V t3 O I� N m a y 2 ELu Z C� (ry V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co w M M w ¢ Z 4 U_ co E � ® oz Zo oa E O x0 oQ 00 a� z N ¢z j Qo � �w rp - L z Y U hO m0 o 0 1 z , J G W g (� N O 4 Z 0 U Q ao = U mi a co � o� o� c 0 0 �- M �1 � > T 0 < C 0 � CV n' m cc O O L0 r I C0 � rn r ai E f� N r n o z E (n ca a U _j Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. SN 3 y a� CID rn LO Or m a t2 O J Ln LO iv i C "0 3 Q rn 0 v a CD E 0 S v c c J y LZ E2 v i 0 a c 0 U 17 rn 0 0 0 N rn 0 V) m 0 u-� CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 44- 15/32" CDX co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap o 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O CV H C G 000 �u - 1'-0" 0 9 O In � v 0 x • 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. 1 U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block I (2x4 minimum ) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM w a STD. 90° CONT. #5 BAR > . HOOK F�� BAR SIMPS( w/(22) NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v 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. 2" } Small gap 2° min. max. � 4 max. Clinch nails when possible Tight fit a f� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End I Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11.7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI 60s'o 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Hangers with side nailing. Hangers with sides not containing WEB STIFFENER top flange of joist, - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 314" minimum bearing for each. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION @ INT. BRG. WALL require additional consideration. — ( N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CSC UU 1 HIV T VVYIChtC IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 1'-0" V-1 " 1 '-2" V-2" V-3" V-3" 1=-7" 1 '-11 " 2'-4" 2'-9" 3'-2" 3'-7" —Any 16" joist_ 12 V-0" V-1" V-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span tft� _ 16 V4 1'-1" V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'�t" 7'-2" T 20 V-0" V-1 " V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 6'-11" 6'-11 " 7'-11 " 8'-11 " _ 24 V-0" V-1 " V-2" V' 3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 1 V-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPS( w/(22)- NAILS 1 3 TRUSS OP PLATE .0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min,) Nail with 10-10d nails. \Install tight to top flange. Joist hanger �\ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner 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 o depth ai o I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) SEE PLAN FOR °• ° , • FOUNDATION INFO a ° STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �0 LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nlnr \/1-'nTlnA1 TI Ifni I rKIn TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE Z • ° • ifl d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE IT 1.41- a _ —i I I —III —I °pal � —I I �►' " III ll. ° II III r T. I ° SEE FND. PLN. SIZE & REINF. a U a 0 O (L_ J Z N O 0 0 M o M N z 0 n' (Do C3 VJ E 4--+ �n Y r6 w o .OLU Q c y �N � N s ` v r— U 0° m w� WT E 0 8 z � ® 10¢ �0 N 9 WU) Z � yMmzo w I/ - r o U W LU N ° w LU �w w ¢a Q - Z - v o Q 3 0W 0 t/1 m ONO 0 00e76r� �'1 ; •, • �<,. n ! Ck' '.__J N- 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. o w M M z z S z < U- `6 E E 8 z o -0 w? ym < , ze oa H cu rd x 0¢ o O U o o E o �� <o z �J L Cny _ C Q O U m o, z F '<z v NONo�� co�z Cn a 9 a n w 5. aLL �~ �� � o w a >°_ d Z¢ UU1i .2 O ^L, W\ / (.0 O > T L \i- 2 o N m cc z C O � O LO r CD 00 r M M N d m Z :3T ii C:) Z is d U J Q 0 4) JOB NO : 19-5335 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 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 7�F 7VIF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID (12) 10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) - WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) "MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" T - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 6 x 6 W1.4 x W1.4 '' ALT: 1/2"x12" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) `'' ELEV. 0'-0" ( @ OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 D pA - A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - I I I A. I I =I = _ ° ° 31/2"MIN. 31/2"MIN. FOR ROOF PITCH 4:12 OR LESS. IIII I D=T�T ° ° e ° a ° ELEV. -0'-3 1/2" 0 Lff-l-i I- 11=I D ♦ I-I11-I M1. �TfI T� a a e ° ° ° ° a o PRE ENGINEERED WOOD I I_I I I -I I (� I=I ° - - =_� 2x4 CONT. A.F.F. "-'' -1TI=I I ° ° ° ° ° ° ° a ° I=1 I I=III= 3 (min.)- 1/2 (min. TRUSS @ 24' O.C. U.N.O. I- j jj i- ° ° ° �, � _ �4."TF,, -I-I I I=1 I I- � p I I -I IHURRICANE ANCHOR EACH I �Ir`1 ° ° ° a 31/2"(min.- (- 31/2"(min.) - 4" =I I I=) =I I I I=1 I r @ -I -I I �I GARAGE DEPTH VARIES-T-I -_T TRUSS (SEE UPLIFT SCHED.) W/ 8„� ° METAL PL. UNDER EA. TRUSS e ° ° I __ ° g �TI-1- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. U.N.O. � 4� MIN. SHINGLE ROOF U.N.O. (O'c�TYPICAL BEARING WALL STEP 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL @ rcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" SN1 FOR ADDITIONAL SLAB S3 S3 S3 S3 ELEV. VARIES INFORMATION. ALUMINUM DRIP coN��N�cJs�� EDGE ossc�RE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY 1co�'(1) ROW 2x BLOCKING @ MID HGT. 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ( ) FOR WALL HGT. _< 8'-6". 2 NOTE: ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR C\; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"xT "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" (10) 10d NAILS PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#j E " SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �I w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR ¢ END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP, r 2x P.T. PLATE o PER MFR INSTRUCTIONS w 1x2 PT WD FURRING @ 24" O.C.- / FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 s s _ D D . . D GRADE 40 MIN. Fy= 40ksi � _ _ p _ GRADE N ° z #3 & #4 LAP SPLICE a D D. (1) #5 VERT. IN FILL [GRADE 60 MIN. Fy- 60ksi] p z Cl)D D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] ° (-I I=1 I I- I I I III -III-) I I- 1/2 GYPSUM WALLBOARD MONO OR STEMWALL ° -I i I- - I I -I I I�I I I I II I I_ D • • I ( I I -I I -I I-}- CELLS (SEE FOOTING MONO SHOWN o -1=I I - W U.N.O. o p � oo w FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ 6 MIL VAPOR BARRIER -i I I D ° I --III=) = I = R 1 7/8" `� FOR LOCATIONS) p P ° 0 =III=III=1 I=III=III -1 I, I I 1 e I I I=T� = Z T #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° III=III=III=III=III=III= ? I I I--T-jTII r #5 LAP SPLICE (2)#5CONT . -III-III-III,,, II -ICI,,, Ii 4"x4" INSPECTION D I=III=III=III=III=III=� I I D I��-III-T „ NOTE: _ • ; ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g ° D III=III-III=III=III== N I I D I=I I=� _ 36" MIN. LAP (36" MIN. LAP] g" 1' 4" 8" *FOR BEARING WALL I=III=)=III=III=III=1 '- COMP. SOIL. (COMPACTED TO Z11 _ (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ ___=_ 95%MODIFIED PROCTOR ASTM II I =1 I 1=I _ � 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III= = I= = = = = = = = =III -III= = = 1 D1557) �Ti r�T; rI I I III- MIN PSI MAY VARY PER cn =1 -I I -III -III -III -III -I I -III -III -III -I I=III= =I -1' 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =1-I L-I=I I_ITI=I=i=I-i I-I-111 #6 LAP sPucE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -1 l- - rD CONCRETESLABW/6X6 Wl 4XW1.4 WWF OR0 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION � TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 1IL - Z 1111=° [M 0 6x6W1.4xW1.4 6 MIL VAPOR I II I DII I I -I I = - z min/WWF OR FIBERMESH ) 4" BARRIER , p 4 ° COMP. SOIL I I ' • III= � - (COMPACTED TO 95% -11 MODIFIED PROCTOR III=111=1I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. (1 STORY) STD. 90 HOOK (SEE ON O CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS SIN I iI I IW. _11ML SEE A/S3 OR J/S6 I I I I II 111 ,I FOR REINF, INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE -I 1 1-- III I rT-I ' (1) #5 REBAR w/ OPT. 1--SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' c') •.. SEE A/S3 OR J/S6 -► I II I 1111 III, , , 1111111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01 . CONT. BEAD SEALAN INTERIOR ° a a -3 1 /2" h CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB •c - _ N 1=1 1= = 1h M 6 MIL VAPOR BARRIER 11 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) - SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS " ° ' AT 24" O.C. MAX. . x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN - TOP OF BEAM IV SEE ROOF PLAN HTS20 FOR STRUCTURAL.= . _ - - co ci �r s I� I 1 (2) d r,> rr=l II BEAM SIZE & N47I= i ° a CONNECTION INFO r� I a' ITI T • •. _ III - I I 2x4 #2 SYP P.T. FRAMING w/ .I II I I=I I Ind „I I'� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 q*Ir- g z ATTACHED PER NAILING FOR REINF. INFO. w o SCHEDULE OPTION #1 � ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION F OT G WIDTH � J W ' o W ABU66 SLAB STEP & RECESS S.G.D. K�m U) SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16lD1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 1801 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O,C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD `. " INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �t ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ? APE a ° FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) °• =I WWF OR FIBERMESH T `�' Z w M- -I n-III=1-1=1_1= I -I I -I I I- w z ° ° BRICK PAVERS or SLAB PER 00 0 `n = - =1 • • °• - - - - z ¢ =1 1 1= III -III- 0'-0"FIN. FLR. COMMUNITY SPECS u 1- I MI -III =1 11=1 I =1 I I=1 I =1 11=1 I -_- III-III=III=III=III III=III=III-' FOOTING -III-III 1= 11 11=1 I I ,� - -1 1=' BEYOND 1 111 PAD REINFORCEMENT _I11=111 11I- 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) 4" j 4" CONC. PAD INFO. O IN SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FLAMING CD PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0° SCALE: 3/4"= 1'-°" S3 SCALE: N.T.S. S3 0 f z N O 00 z Q M V1\ M N z ° 0 Q) � U.luj y O •O d T LL, cn �_ Eo M N o � � v m m E MIDrir m 0 3 ¢ N Y o� U z In - 9§ zo �-r gV LOU, =z a LU V 0c�aQ o 0 LL ��✓ . c' •'per -�'y�C7`. J< ka f�'�rrr�t�ttt�ttit`�`�`•` 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. o co y ¢ w Z M o 4 � Q E 0 V wo >� o » o ¢ cz t6 XU o0 O E CDQz C\I a p io t, wz rp U) C Z2 z o Y mo o O >z u) J a tl z z Oo 3 <o < o d IX o �w =3 'o v w� z< ;o EE °3 0 2O 1 C.0 .-. � > T O m co C o .� J f T o LO r 2 Cfl o^o r ai E M M CV E T iii o Z Z E 10 E m cu FL U Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W LL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS A INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �+ +� STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) \—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q 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 WALLAS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D CJ'4 SCALE: N.T.S. SQ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 d g STD.9d'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J Q w T O FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES r SLOPE FORWARD II GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. G--SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 8 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. SFFp/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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET AGE R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'_ 9 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR # SIMPSON HTT4 TYP, Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) SEE ELEV. SIMF SON SP2 w/ (12)10d I/ NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _ _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA, STUD MAIN SPAN ROOFTRUSS 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. 90' HOOK IN K.O. BLOCKMTM— 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 SPLICE STAGGERED • M,N ATTACH ALL J EXTERIOR STUDS W/ 4) 16d TOENAILS T040P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LEIS�7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 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 d Z a 2x TOP PLATE `n 2-16d 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 j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SIDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • 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 rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE % 2X BLOCKING C d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON D SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. �� PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM _ a 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. r, rEL- Liu 0 0 CD z N o 00 z o J C'1 O fl. M V) z ° s 1 _ Tl G/J - w g o a 0, ry N ry o o � � v m W — 0 3 ®0 U Q 0 sm N N a� Z W M-�z� �z H w o �z a w W ^ 2 n 10 a p_¢ U) pJ,1 LLZ W I rPU M 'A := _j' < U 1b r� € .4, rQa�X?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. o co z Mz C, i � ;z E o o o » z© Zco I— — 0. XO &¢ 0O o ° Z O E C)� az <p Q dz �z .2 y ro W C Z 9` U mo of Z , >z fn J a ° g Z N ci r0 0. U a K r3 o aLL w w� =� >o U a c O ^L1 \W T O Q C o O rn r O LO r 2 C0 0000 M r E w M N r o z E O (D E m C a 0 _0o JOB NO : 19-5335 SCALE : AS NOTED SHEET NO. S4 L i cn t2 0 h Ct- LO rn i T m -o 0 J 1.0 M LO t a> v -o i 3 r- Q 0 i a 0 L v J D } I= L 0 U 0 0 U 0 c 0 -U J N LZ rn N M h v 0 0 CL 0 N a 0 rn m v SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER 006 FOR 2 6 WALL USE 0 12" @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER TOP CHORD SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETULt AIL BLOCKING FOR 77 FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ 3 10d A AT LEAST 90% OF WEB EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ .• 2x4 CROSS BRACE WEB LENGTH &NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8' FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ° 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ° BLOCKING ATTACHED W/ 1Od 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 • 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 6" O.C. 10d NAILS INTO 2"x6" P.T. PLATE � 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ 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/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE w/ O WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS SIMPSON H10Aw/ (18) A 2) SEE STRUCTURAL NOTES 1 d x 1 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER \ \ 2x4 OUTLOOKER FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" OP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWSDOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 7TAI EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT CE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) T 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,,-1/2"CDX PLYWOOD OR 7/16" �� @ 48 O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W! (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL yBLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" 10dx3" @ 4" 0!C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1Od 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. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR X-BRACING, AND TOP f r CO NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION °O oO SHEATHING DETAIL FIRST FOUR ROWS OF ES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. E EDGES OF WOOD TRUSSES 00 � APPROX. 8" FROM SHEATHING TYP, RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING EACH JOINT W/ (2) rAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d �j �' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW 1J1 (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS SHEATHING W/ 1 Od NAILS @ 6" O.C. - 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA, E ES AND 12" O.C. FIELD O/C wl (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 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) i ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR )-PLY 2x4 TOP OF PANEL ) BLOCKING, FASTEN WITH 2x4 BLOCKING W! . 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION A NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (� 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES _N OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS SIS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 �' 1l . ° � -II - I- � Ill.' J- \- I 11 e II - 11 II ° -II. 11', Ii� I \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. \- MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) Z w BRACING w/ (3) 1 Od x 3" AT 1 • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut-__ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 216d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB � SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT wl (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=T-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 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION f � J l U C� f r t 1 N O ® ME3d N C) N � � � o U% Y ,,, 0 n V � 0� N o o � U m w w-- 2 E o z = C3 0 L� N 0 ° ®® 4� N v73i N O � � NN o li o o w Z ZUs y /P w ix o � - a LU �• LU g � z w Z ♦Oww I rI=y..��'ia Qsla Yfi 1��,��a��� %6Zn6 �€ .' o W ,'° z: �ry t� J A� �6 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. o Jz w Cl) M ¢ zo a LL Q E =o[ WO >m <N z® O E V t X 0 < oa 0 O 0 oQ �O CV I - y- qZ o adz W= mo C v NV O Z W En Q " o Q Z a co) a Oz =� O co 10W -k Uri C O C .y �L\J W\ •— M O > T O ^�.� L1 -2 co r N 07 r ai w M M N o m Z E 0 CID a E U 0 JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. S5 c :s I•M 0 M M LID I a m L 'x UD rh LID J LO I rn c a� iJ a 0 Ca. E F2 CD L v C J y 41 t an Z E U 0 a O v 0 LZ N c O a N 0 m 0 1x4 1!2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT — TO PRODUCT Mom( 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR TYP, ( ) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PATE W/ 8d 4" ix4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING 1" DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 W/ NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL `STD. STD. 90' ` /'� 90° HOOK (TYP.) 2x BAND JOIST FACE @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1 x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL L NOTE: EACH END W/ MIN. APPROVAL FOR CONN. TO PRODUCT 1x4 11L Ella AP SHEATHING TO DOOR JAMB (REFER*2'P'EDGE TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH — -� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC EB @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ - ` w/ (4) 1/4x1 1/2" SIDS SCREWS ..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL +5^ NOTCH 2 CO AT THE '' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A _ - 1610 # FOR 2 STRAPS :• ' ; FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID W/GROUT •" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8„ 1 PLY PRE-ENGINEERED TRUSS • ' BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS .� SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W! (3) 10d NAILS AT EA. E N D RETROFIT TRUSS DETAIL OVERHAN-.4 •' r CONNECT W/ 8d NAILS BRACE/BLKG. •• N.T.S. •. • x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR�Tl\_2( ) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN :: •. RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6' FOR OVERHANGS BETWEEN 3/4" TO 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%2' WOOD ) () *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / xOV (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ 4 FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16' O.C. + GFNGTy 1 �_��� 5r—Ors SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY — SEE + + TRUSS COMPANY OR PLAN� 2x6 #2 SYP @ 24 O.C. + + + INISHFLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > „ /4 MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT #5 BAR 2,_0„ 8„ TRUSS + SOFFIT + + o p A. .' o 10" [:::CENTERED W! BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + D I o ° _ °� 9 H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , s EACH TRUSS o ° o o KNOCKOUT / N � I CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,.-,PROVIDE 2 x 8 VERT. W/ (2)10d NAILS AT EA. END (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR • p MONO FOOTING _� ' •D a ° VERT. BRACES WHEN HGT. OFTAPCON AT EA. SIDE (3) 12d NAILS SIZE AND REINF. PER PLAN ° BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" SEE LINTEL AND SECTION DETAILS JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL t, ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90° HOOK N #5 BAR IN D TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 2 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± ") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w! SIMPSON "SET" a z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0" EPDXY MIN. 6" EMBEDMENT & ` Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � � �- '-'-' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o LU a A REINFORCING AS FOLLOWS: * SEALANT I —I III=I I I—� I-1 I F a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.°• ° I=I I L=III= III=III- ~ * PRESS PANEL REINFORCING INTO PLACE. I�—ri,_,,. Ell I I--_ I I I —I - III=III=I (- c� z #5x6' EMBEDDED INTO * 6" MIN. LAP SPLICE W/ P ° EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I� c¢n 10FILLED CELL SMOOTH. DO NO FURROW.�II�I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT I I I I 1- `. N DRILL 3/4"x5" MIN. HOLE - GRADE u. JI i rI_II `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP > ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V REMAIN FREE OF MORTAR. NOTE: "' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \_a 1 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. i� t M "o z O QQN a M � N M v) z ° O — _ Cn 0 ,, o o Q LU N C E y O {— v w E O 8 z_ U o m `C 0 m � � N I� 0 0 MR O O �z o z WLU cn a U w w m =w z a W VQQ�A 3 0 LLz a rn LU •peg°° ° •`d—� J� Cr U le' qt 91 f� 0FESSjO r ��•tr t�l k¢�u it °! 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. o C W Cl)Z M p5 Z z Q J LL ;z ECa zo Z s Z oa ww - K O0 Q a O 0 �a E N h i ¢o G az Z. L = C: _ o Y U ' m o O Z F z q J m Ug < w 2z �U Q a 3 it �Z F U ¢O CO w < >� a x v 0. °3 0 O W ,! CO .—. > TT O Q C iso N • J o LO r 2 r- N �- ui E .T M M CV �� oz z r v; j E m a E a U ¢ CIO C c JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN, (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VY/ G' 1V%j L/ l 1 I I1V VJ YYLV 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. --'~-L WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 1�' 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. '�7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 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 OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE e 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E 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 MASONRY WALL 4 SCALE:NTS L. 3IMPSON HUC410 w/ (14) SEE PLAN 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE 1OOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSS 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 / A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR O O SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM --' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1 1/2" PLYWOO[ (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2"'� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION f FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3} AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/� (2) 2x6 BLOCKING UNDER`- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & SECTIONS /f 1 1 r� 2 � 1 M � � N Q O Q J M 13 M N LL 0 LU U ® 4 OLU N o o �N = In 1— U rn I.L, 1— E2 e v o � Elm 0 16 � N v�i N o� 44 in U)42 Zi4 Wa w �mLL�W 10 z �.iaa sa 3 z @ n m� IIIPttt ° H Z Vf LUWL S E d .))bN 0 ••� E L() r•' �/�OF E SS,oa � {ie;ttllllslat'��4 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. CD co z a W a a LL iz EI O wo o° >m _© oa co B X O & ¢ j 0 o°O 31FO N ¢z o wz wi . � - z Y U -2 o O Z Q W zz Z aU Q U O ao o� o F� r3 o w� >° � ��< aF ° rzO 0 ^L1 W �! Q0 � > T C)�` ` C U CN a. m cc '— 2 Nt C o T **C:'r w ' ^ T CSC ono N r m M N j T i6 d z Z E CU a 0 _j ¢ o JOB NO : 19-5335 SCALE : AS NOTED SHEET NO. D1 ^' ^' "' WEATHER VE BARRIER & 2ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 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) 1SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 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 i� 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 IR WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 iL SELF -ADHERED FLASHING INSIDE CORNER Ground(-� Water Resistant Barder Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din 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 E-I% AM d 1 SELF -ADHERED FLASHING Foundation Walfd SELF -ADHERED FLASHING 1 a °, d d d 2 d C 3" MIN " 4 rv-�.�nuw r�r�onu�ia O ir,i r 2 5 ' r SELF -ADHERED FLASHING DECK JOIST NOT USED SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 �I1 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -C o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �5 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 rl�`l C� M Z � o 0 0 a z ¢ M o M Z m N c o n ' (D �'- ,VJ1 w 0 � n U -� o w - tn c o N �2 c_o U 00 w � E- m E , ¢ rn rn �im N Z Z. U) ��'im Zp .a 11- v W W z LU tj Z o �oa3 m N �9Mg UM Q. N N U Q W ¢ M C O ❑❑ 0 N M r- 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. C JZ W MZ o E �o >m ` o 4 ;z E ° �1Z _® C6 H � M0 x� OQ 00 �V 0� CD cV N Qz 0 KKo az �w y- " ra U) _ - ¢ z Y U n� m o °E Z F J < Qz z [n % Q 3 oa g0 d �Z W 3 ¢o oLL r� �3 O W LiY =0 a O (D V za F °3 �O 0 Y > 'Ott nL' W ■- CD co > O L C 0 ^ LL m �./ CU 2 d- C O ■ J r o LO T (0 � C,4 I � r ai w M M CV o ca T iii E Q Z CoE a o 6 U _ Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. W P Cn -�-a > U OL A' W O O n\ W ^^ L ICU L.L. • - � � � CCS to r r O O -L Q March 20, 2018 � O L.L _ Co O � �+ p > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes -- 0 L }a Q To Whom It May Concern: - � O `/0 0- Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that -� v ) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-Inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 ]-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals However; reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 61302018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wyvw.strondtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEER AP dwfBDW Engineer, Southeast U.S. Branch Page I of I Simpson Strong�Tie Company Inc. 2221 Country Lana McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 www.stronatie tom W Z co O a L O III O i V, IM U m O L w Q W z J z J SHEET N0. PA1.0 n?'i cif« ;i._:.�,:.:.. _F .- . � � `� ���1�1 -��� k � �. - Y' � ,sg,v i'f y^"� t x��,5kzs".s, � 1 F+£.: �n ,� �. :Y 31 w t� [lSC(r `N_C' � fi-1x$IiH'� 7�'� � : �' �h� � T,'B.?���$tt'f•.� . � � r;.Y ,.+ $ '• ,4- ..,.� � :C +';f 5,,. +. 'v'Pl In ��. A. 't �:" � -�e�fCNaI�fA: � A3 FL17244 1 ESR-3455 A23 FL10448.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 NU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10656.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 H7S24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842. and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2D481.6 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pg61.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67A/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (SX7) FL15279.85 +36.0/-42.0 psF Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0l-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.Opsf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +4D.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FLt7869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 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) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot he demonstrated during inspection. APPLICANT SIGNATURE DATE 11 ,II �,. IBkiir-Ili-.:. i,._]I,. LJ"L�,i . ALA ..II. 1;.:I �II diF:al -4-0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pags1 ors 12r12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page3of a 12n2r2019 Florida Department of Business & Professional Regulation Building Cootie and Standards Product Approval Application Detail Page 1 a t 152o+a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. I of 1 s2o1e }a V (D O L_ L = a) CLCode W CD O � led Entity or gait g&i1 Data Pending 233 =ygq Version Manufacturer ,Contest Enalneer&Cleanse Validated By Validated submitted FBC Approval Aoprovad Status Qk. Ensitv.sL P.ai2 22A Date Pendlna pgtg Tide Va.[,, Manufacturer Contact Enalneer&License Validated Sv yallaatea Submitted FBC Approval Approved Status FL1111111221114M FL918225.1114 Revision 2017 FLS 494412 Products Seas 1 Therma-TruCorporation Category; Exterior Doors SubCmegory: Swinging Extedw Door Assembles Compliance Method: Evaluation Repoli from a Florida Registered Architect or a Ucensed Flonda Professional Engineer Product Motlel. Number er Name a. Thenna-Tru Rber-Classic and Smooln-Star Rick Wright Lyndon F. Schmidt, PE, Ryan J. King, P.E. (419) 298.1740 PE43409 (813) 767-6555 nekvr( "c1gwnsultents. com Dually Assurance Product Description Comsat Explretlon Date Nominal 68t39;8 &quotNon-Impact&quot; Opaque 12/312020 Composite Edge Fiberglass Single Dow (Insveing/Outsvdng; X configuration) 10/152017 07/122017 Approved far Uee Aooroved In HVHZ Outside No 10/182017 12/122017 - for vise gggggl HVHZ Resistant Yes No Approved Deslen Pressure WA Revision 2017 Therma-Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Compliance Method: Evaluation Repoli from a Florida Registered Architect or a Ucensed Florida Professional Engineer FLt204614R3 Products sepi pnduM Model. Number or Name 1 a. Tberm Tm Finer -Classic and Smooth -Star Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419) 298.1740 PE-43409 (813) 767-6555 rickw@Wbldgconsutiants. con, - Quality Assu Product Deacnotion Coamct Exolretion Date Nominal 6&WJ9;8 &quotNon-Impact&qua; Opaque 12J312021 Composite Ede Fiber less Si le Door P 9 9 nit (Inming/OubrWrig;X configuration) 12/132017 12/13/2017 12212017 Aooroved for Use Approved for Use in HVHZ Outside HVHZ No Yes 02/132018 Impact Resistant tab Approved Deelo, Pyggpygg WA fdo no Vmlon Revision 2017 Fjj�j�}" 2291 1 MnukaWw Therme-Tru Corporation Category: Exterior Doom Subcategory: Swinging Exterior Dow Assemblies Compliance, Method: Corillicallon Mark or Listing a. BquMClawbCmft&quok and 8quot;Senchmark by Tama-Tru&qua; EtdliL.♦r Sim YAIM w By Rick Wright National Aocredih8on& Ryan J. King, PE. (419) 298-1740 Menagerne d Institute (813) 767-6565 dtlnv®mrbMBconsWbnb. can Ouagb Aestganes W and W Opaque and Gazed Fiberglass Door with 121312021 and without SideMas. I and cewtsg Outsadng go 20 allimWed 1220/2017 091212017 Approved for Use Aooroved fD,ij�$ No case Plum Ra l 1212'212D17 for Use llBeptl ,WAR Il Yea No AMR Approved Doolon � WA 996 Mail Vellum Revision 2017 FL#IM54t4 ProductsO imi 5 LUmdoctum Therma-Tru Corporation Cpbgory: Exterior Doors gubCdo": Sydging Exterior DoorAeaamblies Comphore oill -1 : Cednntlon Mark or Listing ProdutMO M. Number Or Natter e, BgewkSmootlHSmrliquol; act 8quol,Bench nsrk by Therms-TnrBquot; Er Nat Carlow Eppffirser,;,Ulcomes Validated By Rick Wright National Accreditation& Ryan J-King, P.E. (419) 296.1740 Management Ins6mfe (813) 767-6555 6dwenublelgWnsuBants, 618 and 8/0 Opaque anti Glazed! FibergWs Door with 12/31=1 and wdtwut 5'War. Ntarring and Oubwing 20 no DEMPAMFM 20 Validated Submitted F9QApproval Ap0!>Med 1=012017 09/2112017 12r,=17 Approved for Use k� lg,HVHZ J No Yea No Ali" Approved polls (jam WA • T'l'1 � � ' ^ �•/� /� VJ ' ; T! V Tt 0 • O Li � O 1 a Co,� C V O a}� /�s�( '/1 ♦1,,,/ v, -0 E O - — //11 ♦♦ /VVVt///, V! L ,�„a (U) O Co CU I--� }a ♦� y J W /� ♦ V ` O Q 6 f. Thenna-Tm Fber-Classic and mod S er Nominal 8&atl9 0 &quotNon-Impactqua; Opaque 121312 0 o Yes No WA Composite Edge Fiberglass Single Dow (Inswln tswing X emit umton 6 f. ThermaTru Flber-Classic and Smooth -Star Nominal eM9;0 &quotNon-tmpact&quot; Opaque 12/312g21 No Yes No N/A Composite Edge Fiberglass Single Dow (Intwing/OWswirg; X coringuration) 9 1. ThermaTru Flber-Clasicand SmodMSlar Nominal 6MS,8 &quotNoMmpact&qua; Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Door (lnswingiOuteveing; X configuration) 9 L ThermaTru Rear -Classic act Smooth -Star Nominal 6&i139,8 &quotNon-Impact&quol; Glazed 121312021 No Yes No WA Composite Edge Fiberglass Single Door Inswin /OUEsM ; X corm umtion 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 80WO &quot;NorHmpact&quo1; Glazed 12131/2020 No Ves No N/A Composite Edge Fiberglass Single Dow newt Wswl X:cnnB uretlbn arms ru I er- s a oo om a ; q on- pe o es Composite Edge Fiberglass Single Door (InstiMng/OunryO g; X cardlgurallon) ; Florida Department of Business & Professional Regulation Page I a t Florida Department of Business & Professional Regulation Page I at Florida Department of Business & Professional Regulation Page 1 a 1 Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards 1/6rm1e Building Codes and Standards I/Y201e Building Codes and Standards 11612018 Building Codes and Standards I/awls Product Approval Application Detail Product Approval Application Doted Product Approval Application Detail Product Approval Application Dehll Z — Srgde Emily or oak gale tau. El�]aLttBE S2de Entity or � gal gale �n go Fl,tlaiiZ$EFIL111521112,1114 Sys Em1Lor mm a* ROR 926 Ewer or 20 gam Dow Pamela gate Don Ymlan EUOuh w Cmoaci E6aWar&Licarms! Validated! By Vali9tla auimEfed FOC Approval Approvedafail ]Yoe Vami9n ManubcWmt Ciad.d EDareas,A Usages Valklided By YamY1d aWmim FOCAL AYp®ted AMR Done Version iften Csi1Mm Emrho &Liaams Validated By YMRhded aumima FOCAggrovd Approved alit& MIA Vmtaa Manufacture CilBfapt EmkworAUlaapta V IkM das YAM" Submitted FNICAMMII Approved AMM Ravhbn 2017 MI Windows and Doors Brant SMhW Luis Roberto m Loas am"PA Udch, PE 08113I2017 08/112017 081162017 101102017 Approved Ramada 2017 MWin I dowe and Doors Brant SMnget Lute Roberto Lomas Steven M, Udch, PE 08/132017 08/11/2017 081152017 1011012017 Approved RevWon 2D17 MI Wfedows and Doors Board Slinger Luis Roberto Lomas Steven M. Urich, PE 08/1312017 08111217 0 08115r2017 10/11i2017 Approved Review Revie 2017 MI WMde Ows and Dos Brent Slinger Luis Rdbedo Loma Steven M. Urich, PE O201 S/137 08/112017 08MS=17 1011 WZ017 Approved Celeaory: Exterior Doors (717)365.33g0 PE-62514 (717)317.8464 Cabppry: Exterior Doom (717) 3653900 PE462314 (717) 317.8454 Category: Exterior Doom (717) 3563300 PE42814 (717) 31741464 Category: Exterior Doom (717) 3653300 PE42511 (717) 31741454 SuhGtegory: Sliding Exterior Dow Assemblies I ollIal r@mMki cart SubCebgory: S&gnp Exterior Door ANemblM beaanperamiwd.cem Su6Caapory: Sliding Exterior Door Assemblies beltlin0eftamMM.dprn Bubcaegory: Sliding ExbdorpowAaprnbls6 can Compliance Method: Evaluation Reporttrom a Compl6aru Method: Evaluation Report from a Compliance Mettod: Evaluation Report from a Complsnoe MMod: Evaluation Roan from a Florida Registered Architect or a Licensed Florida Florida Registered! Archated at a Licensed Floods Florida Registered Archiled or a Licensed Florida Florida Registered Architect or a Lks esd FldrMa Professional Engineer Profealonal Engineer Professional Englexu r Professional Enggiesr Ap,t,,,d W Use Agaldlmd. For Use ImtMtd Ptak" 111 aft Aagmnfd Approved to, U- AOa@fed.for use ImlAt Design Q MM X60A nG! Apwmad fpr Uea Aggrieved for Use lmaftfl 22WO Flala332R4 Predtreb Quallit, A same Ape ..ad..for Use Approved for Use Imam option No Product Model, Number or Name PrOcluct Description Contract Expiration Data In HV i outwo HVM RWWW pJaaMe sips Product Model, Number or Mua Cgdmin lILl11A2 Oubhle MVIu Restated P�aptum $lit Product, Model. Number prMom Product Desecdollon CosttreetPxohaeonDab In HVHZ Outside, pMNUM PPlmint apt.t Product Model. Number test Mama Contract EmMtldtDale 1n.tllCtZ Ski pwhd..t Plsaum 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SW REINFORCED OXO 121312018 No Yes No WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX, 12/312018 No Yes No WA 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312018 No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 121312018 No Yes No WA 1463/48quobriltil k XO, XX 988quot"9666quak 14543MIlqudat8oliquob NON -REINFORCED uric NON -REINFORCED Florida Department of Business & Professional Regulation Page 1 or 1 Florida Department of Business & Professional Regulation pa eg Pew 1 a+ Florida Department Of Business &Professional Regulation Pop a1 Florida Department of Business & Professional Regulation paps 1 a+ Building Codes and Standards 1/512018 Building Codes and Standards 1151201e Building Codes and Standards Irmle Building Codes and Standards 52o1e Product Approval Application DoUll Product Approval Application Detail Product Approval Application Detail Product Approval Application Doted tltlt2TlBa 220 Flow or 211 21M Dab Passing OM FLO1527 6M Emil opts 201 Doe Pending 21M FW181134141FA Coo Entily at Ro 20 DOW P4 asna gag FLM1421 Sad! Entity 111E 21M Date PWMKM 219 Done Ymun Mnlde.mc CgouB Emloes,&Lkr vafid.tsd By V.1himm BbmlYd FRIG Amoral Approved mom Drat Yarat monukebaw Contact EDalawerA1Jconoe Valldided By Validated MID" FWAo r VW Agmsfled Ali" Done Ymun Mouroullacherner Coated Emk-3 Llama vdw way YaedMrd suimeutl PW Approml Atomved aMiR J]me Ysmlare Jet Calod a UCKM validated IN Validated lmkmmd I Apg[mad �. Revision 2017 Clopay Building Products Company Mark WeeteMeM INarbek TeafMg Se ildes MA, Gary Phuehlw 11Claim 17 011VIO 17 12/05=17 Approved ROVWM 2017 Clopey BWkh% Products Company Mad Wwatwfieid Interiek Testing Services NA, Gary Phonier 11292017 081102017 12/052017 Approved Revision 2017 MI Y16Woaa and Doors Brent Slinger Luis Roberto Lama Steven M. talon, PE =132017 oam t/2017 08/152017 10/102a17 Approved Revision 2017 PGT hiduelda on. Roark Miami -Dada BCCO - CER MWni-Dalle 8=- VAL 12MOM7 1128=17 12252017 Approved Category: Exterior Doom (613) 770$aW Inc. (513) 5104M Category: Exhi for Door (513) 770-M Ind. (513) 518$585 Category: Exterior Doom (717) 3853300 PE-82514 (717) 317.8454 Category: Exterior Doom (941) 488-0100 (788) 315-2590 SubCaegory: Seasonal ExMfW Door Assemblies Compliance MO d: CaN6eallon Mark Or Listing rmrostiefleM®dopsy,com Subcategory: SedbnM Extwior Door Assemblies Cmtptle rce idled k Codification Mark or Listing n vvamrBeNQd play.com Spb(3gepory: Sathg Exlarbr D—Assemblies Compliance Molhad: Evaluation Report from a beMngmdumiwd.00m SuliCabgory: Sliding Exterior Door Assemblies Comprmm Method: C*Mation Mark or Listing dtumlt@pg0ndusbies.wm Florida Registered Architect or a Ucena Florida F:E165L�.� Professional Erguresr FLF261R2B Produeb 9fM@BDAptmac! Aooroved for U" Acomyed for ties Imm�l gavial Approved for the Approved forted lmed9f liptl� E� Guests, Assurance ApprovednHVKZ 41e Ao�edItyliz Impact � $edt Product ModN. Number Name 1.Qptsdaapn !nlEfliZ gaMWLIDeli2 Faspm aedt Product YodM.NmtwprName C k1tARZ ! 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Number or Mortis SERIES 420 ALUMINUM SGO REINFORCED Product Madaaon Contract E Wmdm Deb SERIES 420 ALUMINUM SGO REINFORCED)= 121312018 UsesApprovedForced IM HZ OuuDM No KVKZ It" nt yes No DIn r WA 10 SGD•5570 (Loge Missile Impact) Vinyl Slklmg Glass Door 04/14=1 Yes Yes Yes WA EDSS, EDSSV 143&quot;x988qua; O Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation p eg Pew 1 a 1 Building Codes and Standards 12nv2018 Florida Department Of Business &Professional Regulation Pe9e 1 of Florida Department Of Business &Professional Regulation Pape t a, Building Codes and Standards Product Approval Application Detail 1/64101e Product Approval Application Detail Building Codes and Standards Product Approval Application Detail II5201e Building Codes and Standards Product Approval Application Detail 1 w401a MENEM gjts Pentlind 99AVersa EnalY9L g,dat P11+1627.R7 SI(ge Version Manufacture, Conkack Engineer &Llcenee yylldaked By bmit Validated Submitted FBC Approval Approved ,,, Status 996 M111 Vmkm Revision 2017 ManLIaguw CURRIES Division of AADG, Inc Eedly or Contact Engineer &Litionnes ValldabdBy Dedic Dave UL LLC Ted Bamtan, PE IaM Vague auimad 11I30I2017 1026=17 Ddo Pandlies go FSC Approval Approved 121051M17 AV" Approved Revision 2017 MI Windows and Doors Category:Windows Subcategory Single Hung Brant Sitlinger American Archaedual Steven M. Udch, PE (717)365-3300 Manufacturers Association (717)317-8454 bs@linger@mhNd.com 12/292017 12/132017 D1/0812018 Approved 9M I1tat Version Revision 2017 Mennuffisclasser Cbpay so" Producer Company ands, Or Contest EnoMruaLloeira l(glidated By Mark Vvssterfeld lydgrWr Testing Servloes MA, Gary Phohler 21M !act Validated anguished 1129/2017 08/102017 DK9P&WWO oaf! I= Approval ApprovedZED 12/05=17 Approved 926 jyg Version Revision 2017 MonLftcbm Clopay Building Products Company Entity pt contmat Epgdmoir,;tLicense VtuddwBy Mark Vasrtedlakl InNrtak Testing Services KA, Gary Paoli 20 11h old 20 yid SubraWAd )may Approved I lrisa17 08/102017 12/052017 36" Approved — Cabgory: Exterior Doers (641) 494-2844 (305) OW4707 Compliance Method: Certification Mark or Usling Category: Exterior Doors (513) 7704)062 Inc. (613) 519-6586 Category: Exterior Doom (513) 7704M Ina (513) 519.65e8 � SuaCaegory: Exterior Door Components Co mghne, Method: Grtl6a0on Mad w Listing clovedodictillusesuroblay.os, inFL{174ga-R2 Products - ` - _ _ ,- SubCaegory: Sedbnai Exterior Door Assemblies CoatpBma Metod: GriBallon Mark OrLisdg maesterBoldedom.com Subcategory: Socialist Exterior Dow Aeaemblisa ComplrNo eaagtod: Gntlfln4tldnt Mad or L96np myicetemmd@dlolxeY.wm FLINI537R7 Products AL21 Product Model. Number or Name Q aIINAssurance Product Deecnplitm Contract Exnlratlon Oate Aooroved for Use Approved Far Use 111dy(a Outold111:= Impact Resistant Design Preseuro East Quality Assurance Approveclfor the Approved In HVHZ outside forUse Impe6 HVHZ 13ptWaid gills P— seat Product Model. 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EDSS WINDC.ODEW174; W8 Garage Dow PSF 4RST, 6RST, GDSS, GRSS, AR6S, Was wide) WINDCODE&0174; Wit Geroge Door PSF Florida Department of Business & ProfessionalegU a on Page 1 01' 1 Florida Department of Business &Professional Regulation Building Codes and Standards P.g. t a 1 62o+e Florida Department Of Business &Professional Regulation Building Codes and Standards peon t a 1 115018 Florida Department Of Business &Professional Regulation Building Codes and Standards Pape 1 a 1 1/5201e Building Codes and Standards Product Approval Application Detail 12112/2018 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail /�i� Code Entity or J`1j(g i Date Pendlna Quip, IYE4 Venion Manufacturer ConfaM EnalneerBLlcense Validated By Validated Submitted FBC Aeproyal Approvetl 6tstus I I m�tu1_aJefrr _ 296 mm1 Version MgwAgaMwEngineer Eds, or t&a DJm, Validesd By no 20 Value auimiaed gW PNWmi 20 F) An claim 296 ;typo version Manufecurrer EmM pr' Epgmgg,}� lkbav 21M 20 D•te Pememi Wildblood Submitted gag Apat>aed &anti 29112 11Myeralm EmNv w � . 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Udch, PE (717) 385.3300 Manurailumm Aseode0on (717) 317.8454 bs19ngerQmtsd.00m 121812017 12/312017 01/0412018 Approved Revielon 2017 PGT ledusfrlss Category: lahndows Subcaeacry: Fixed Complfence M9Mod: Gntlfimtlon Mad or Listing Dean Roark Miami-Dois BCCO-CER Misml•Dede BCCO-VAL (941) 488-0100 (780 3152590 dnrarkd pgdndustrisa.00m 121202D17 IZOM17 12252D17 Approved Revision 2017 PGT Industries Cob"M- Windows Subcategory: Single Hung Camplkna Mellod:Cedtiloatldt Mad or Listing Dean Rued MIam4Dade BCCO-CER MIam4Dede 8000-VAL (941)48"100 p8D) 315-25M (11WIN sic ables.com 12202017 12108=17 12/25/2017 Approved _ subcategoryHorizontal Slider Compliance Method Certification Mark or Listing .. bstilingar@nhvd.coa .. -. _ • ' O Lss 9lpt Product Ificaclid,litumbarceftions, Quality Assuarance Product rl Contrast Expiration Cob Approved ter Use Approved In HVHZ CYulde for Use pgyg HVNi I'Mohme d Deoln Emwm alai Proance9roat ub.mer pr x.me Quality Assurance, Aooroved for Use Approved for Use 1s1I10Z la akl, K KZ migm gash PJNssum as" Prodef Medal. 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Schmidt P.E. Ryan J. long, P.E. (419) 298.1740 PE43409 (613) 767-6555 Yalmald auimmed 1g/182017 10/162017 J:HCAomyai Apn[mled 10122=17 12n2=17 soil. Approved Dram Ymin RWWW 2017 M..Ubcw— M I Windows and Doors Cw9wY: Wkidows Contact Enakm.e&Livoae Validated 9, Bmm 8Mrger Luis R Lwas, PE Steven M. Urkh, PE 3eS3300 PE-82514 (717) 317-t1454 VaaYeptd Submitted PW Approval 1 g/nmi7 I WISM17 10282017 Apprg3ed 12112=7 AMR Approved mm1 Ymkm Revision 2017 1 PGT h UWIGs Cabpory: V Cn4ct Frpim[.aLicenser Validated 9, Dean Ruad M WmFDade SCCO -CER Miami -Dade BCCO - VAL (94/) 4H8-0100 (788) 315.2890 VandWAd Submlaed 12MS=17 11/152017 INAporo[al A,,,vd 12/082017 Ilia Approved Dm Ymkm Revision 2017 Monu6eslannor James Hadle Building Products, Inc. b Contact Illusionist 3Licensee Validated Br Pingaheng Zhu Rmid 1. Opawa John Southard. P.E. 7 Yalkumd aubMbw F&CAgxmral Approved 0WAM17 08109=17 062Ml7 101102017 AMR Approved Q BubCabgory: Swinging Exiodw DoorNaemblles dckw®twbldpconaWmnts. 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PA 1.1 , l _r: lit; tllt'.1&Ili 1 I td /ILIIII 11 11 :I. ,._' Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pps+ of / lifials Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 oft 1/5/20te Florida Deportment Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Para, a, 1150201e Florida DepertrneM Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 a I + sr2o+e � O (L C) C)— O �1 � 1— •f't1 •� W � 'liC ; V O V 0 C L • L O � � O a � �e+l O `y O}9ta L+ r n IO �_ vI • -0 E fir, ^ /\\i�VJ 110- Ci ) W • ♦_� y> ^' W �t•� \4 > O Q Q FLs131924RS g2dl ErAb or 21M gibs oft peru nd 291 Must )haton t Confect E■ft a&.tr VdMated a,VNdetad Sypmwad F11OA-rh2xd Auk Stelae Review 2017 James Hardie Building Products, Inc. Pigs" Zhu Ronald 1. Oyares John Southold, PE. 08126I2017 0810Bf2017 OB282017 10/102017 Approved Category: Panel Wars (909) 349.2927 PE-24121 (352) 367.2526 8u8Calsgory: Siding pingMangzhudilarrneshet Compliaanw Method: Evaluation Report from a die.cmn Florida Registered Ardlheot or a Licensed Florida Professional Engineer FLs16192.RB Pc rodue awl ProduetMadN.NunhororNa a 0-116LAYBOOm A�far Si■ AQ�M[the lard swim IB}RQIZ outimetIVNZ Res Pressure 2 HardlePtenk lap Siding Sber-oamsit lop aiding 12/312020 Yes Yes NIA WA me'a..�..r352-ee-e' 99111111 Eluttter 201 IMM Data fronallm 2ft mm Version t Esgnsair&Lfea� Val f V Sabal�d FEF Aeaayd , Staba Revision 2017 MI Windows and Doors Brent SlSnger Luis R Lomas, PE Stevan M. 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Moral or Name CommstF-xolmtlon pay kr HVIR o tomo VFit I3!!�^ FttgJlR 2 6764 Vertical Aluminum Mullion IV312018 No Yea Yea WA FLSWi4t11 ralft EabLer, 21M no Dab lotraffina 20 Ira! vmlm L t Engineer Validated By validated Submitted I Auapa!lsad two Review Revision 2017 POT Inclusion" own Ruark Miami-Dado SCCO -CER Miami -Dada SCCD - VAL 1220 /0517 11l152017 12l09/2017 Approved Calogory: Windows (941) 483-0100 (786) 315.2590 CubCatpory: W"-. druerk®ppt(nduatrb8.com Compltenco Malbetl: Centlficetlon Mark or Lisfinp FLa2814111 Products Guests Assurance A ilmMDesire, Seal ProductaedN.Nunalwar Naar Contract Expiration Dab l0.11�lZ .Outside HVHZ ! Pleasant, 1 Mullions for All Doors and lMndowa Aluminum Mullbna Ord2Ell2g21 Yes Yes Yes NIA "31 92111111 Enter or 20t 20 Data lAwhUnU 201 mail Vesle3 Muruhcbmo Enakror&Llm oso Validated By ValMabA Submitted F Aeon2nlad $tabs Review 2017 James Hardie Bulding Products, Ins. Pingsho g Zhu Ronald I.Ogawa ma John Soum, P.E. 0&2&2017 O&IOM17 0829/2017 10/1012017 Approved cphegmy: Panel Walls (909) 349-2927 PE-24121 (352) 367-25M BubCaegory: Siding Plrgehenpzhu�lameMar Compecce sloeod: Evakaltim Report horn a de.com Florida Registered Architect or a Licensed Florida ng rrer Professional E FLM319241dradrr Pds 9WnbLAtlNaDQ! AB Ste! Aa9@fltlmrLbe !amen Defend SsDagPrProductModel. Narrator Names ProductDooedalwn contract bkdmdor Day 10.NYtti DJIMWe-IiYNi dteddM PmtlB¢e 1 Cemplark Lop Skiing fffier-cehym lap siding 12131=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Paine / a+ Florida Department of Business & Professional R ulation pa log Prone 1 a 1 Florida DeparbneM Of Business &Professional Regulation Peg., of 1 Florida Department Of Business &Professional Regulation Pager 1 a, Building Codes and Standards 1152018 Building Codes and Standards II&M+8 Building Codes and Standards 1g2018 Building Codes and Standards I/armis Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail "31924M6 2M grAft g!■ Dls DM PDWIM Data code Enft or Role Data Oft Poodkm 20 F 220 - soft Or 21M 2da Day Pending Do% lltlf!! cod. Eimer go 20 or" Pending Do Im Verd9p tfaoldWllM[ Sdsoned E§Uh�!Llcense v.IMrederr Maid" Submlard FBQAosumd AMsmn9 ANN I= Y9elcm 1Mmd64taar Emloes8L1oense vaadaydBy )fly dntlmNMd FBCAMatosxsl Answered! Seas mm! Version 1MeddvAlar Srintut E09Mn[aLb— VrldsmdBy Validated Submitted FBQAmmval Approved At" IY1te Vuslon Linufe9alu Engineer Validated By Militated Submitted FSC Aonard Aeersrad Steal Revision 2017 James Hardie Building Products, hr. Category: Panel Walls PhhpMeng Zhu Ronald I. Diners John Southard, P.E. (909) 349.2227 PE-24121 ("2) 367-2526 08/262017 08108l2017 0BUM17 10/11002017 Approved Revision 2D17 Ai5kls Category: Panel Wells Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. Keg, P.E. (330) 922-2389 PE43409 (813) 707$555 10/04I2017 1010S/Z017 10/112017 12/122017 Approved Revision 2017 Alslde Ceygmy: Panel Wee Nick Thompson Lyndon F. Schmidt P.E. Ryan J. Keg, RE (330) 922.2389 PE-43409 (813) 7674)555 10042917 IG1P3/2017 10J112017 121122017 Approved Revision 2017 OAF Category: Roofing Michael Soon Robert Nismmun John W. Kno7avich, PE (NO) 7653411 PE-59166 (954) 772.6224 09r2712017 0912012017 09282017 1211212017 Approved aubCamgmy: Siding Competence Method: Evaluation Report from a pingsbengzhuC amethar rie.aan SubCaygory: Soffea Coanplena Metlyd: EvaMration Report from a nthanpeon@aBkte.com Subcategory: Soffits CalnMierrce Method: Evaluation Report trom a mhompson®aelde,com SubCaygory: Asphalt Shingles Compliance Matlhed: Evaluation Report from a nNBrtdigeEcm Florida registered Architect or a Licensed Florida Florida Regulated Arahited or a Licensed Florida Florida Registered Archied ar a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional ErgMear Professional Engineer FL#t3dQR11 Products QWtthLAgyppg Aporovedfloor Lin Approved for tloe Imes glalgl! FLAlE2724C Products, QU§W AMIgatWA Approved for the Approvadfor Use la■nt ittlmD Oua9bAcumnge Approved for Approved far Use talent 1>Klm fl 9WIbLAtsLaOm Approved for Use Acrenewell for Use blow trookin me re a— Nunberm Nome Product DsadcUon Corhtrasta mireaon ore an 1iVNZ Outside llYlQ Rooiwbnt P�eem Haas Product Model. Nuntrrm Nome Product basodptlon Conn yet Exelratlon My In XYNZ outeme HVl¢ gnbom Frwtun 8-0 Product MOM,Numberor Product Description Corset Expiration Day on owma NVNZ Rn*Mft Fri 8gig0 Product Model. Number Name Product DrerhOmr Contract Exalt~ Date list ONSMe HVHZ RBI �(i Procure 2 HardisPlank Lop Siding fiber -content lap siding 121312020 Yes Yee N/A WA 1 a. &qud;ZTBouok Soft Vent or Solid Vinyl Soffit 1=12020 No Yes No WA 2 b. 8quot;Allience T48qud; Solt Vent or Sdld Vinyl Sofa 121312020 No Yes No NIA 1 GAF Asphalt Roof Shingles Fberghwo reinforced 34ab, laminated, 54ab and lo120201e No Yes WA WA hlp/rldpe asphalt shingles Florida Department of Business & Professional Regulation page I of Florida Department of Business& Professional Regulation Page+a+ Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Pegs t a+ Building Codes and Standards 1/5/2018 Building Codes and Standards 11=18 Building Codes and Standards 1/6rm18 Building Codes and Standards Sr2o1s Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detall l SdL4! Eatt9Lei go go Dam wndhw Dd■ FLNBs111 R2 226 ErWb or Ion Ids Dale Pending Da noissit-m -920 Entity W go M ows Pamyw 20 PL OI&B2 CS Blue or 20 no Dab Pending 20 In Vmlon Men Contra E■ks &WOO VWWdedBy Validated SlbaEted FSC Approval Age $iitta I111a Version MmukawrK C E■IBearALIraDK ValklaydMw VeMdated Subml■9 FOGAnarsxal &RRW d M" Im veto t Conflict Ena ValldoydBy VOIMMod hSbmmw FOG Approwd Abonewarl atom 1181111, ymmm Mutational gonte9t Validated By Velidathd alder d FBCAePlesl A9gaved Stabs Revision 2017 TAMKO BuWing Products, Inc. Kent Eden Zachary R. Proof Locke Bowden 10119=17 10=2017 10202017 12M=017 Approved ftevieida 2017 L.V. Thomlow, into ribs Thompson Arehiyquml Tony Chmlman Zachary R. Priest Locks Soxvlsn 1011012017 101102m1T 10/172017 12J722017 Approved Revision 2017 L.V. Thompson, Inc, dbo Thompson Architectural Tony Chdabnan Zachary R. Pdre Locke Bowden IOMOO17 10110=17 1 D/172017 121121011 Approved Revision 2017 L.V. Thompson, rod: ribs Thompson Architectural Tony Christman Zachary R. Prier Locke Bowdon 10/102017 101102017 10/17/2017 12/1212017 Approved Category: Roofing (417) $2440" PE-74021 (334) 300.1800 Metals Company (TAMCO) (813) 248-1iM PE-74021 (334) 3WIS00 Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-IOW Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-180D HubCategery: Undedoymame Compliance Method: Evaluation Report from a kerrLede finamlw.com Caegory: aubCalegory: ry: Roofing eefing Accessoriesgory s that am an torry®gomotalooficom rg. Category: Roofing subcate: Roofing Accesfories that are an tany�ganetekoofirh9.00m Bobcat.": Roofing Accessories that ere an Cifterary: Roofington rxlm Fonda Registered Architect or a Licensed Florida integral Part *feet Roofing System Integral Part of the Roofing System Integral Part ride Roaring System Professional Engineer Compliance MWmtl: Evakrtion Report *am a Compliance Noticed: Evaluation Report from a Comple mrMrhod: Evaluation Report from a Florida a lasnaed Foria Florida Real led or a Licensed Fkylde Florida Registered Arcitect or a Licensed Fiction ioalor ProfessEngkem Enginser ProfeeskmalEglrer GALA--- Approreadipirtles Approved .for Use deiga s D99mD aminilazzLeggia FLSIU184t2froduds p11916918.R2 Products SS9.E B Pel. wanboor We No. 15UL Product Deriond Contact Margination 080 Asphalt aemedoryanlofog 01l072019 InOutsNN Y" Y" WA Plasma ro WA Product Model. Number or Name Quality Ana Product Description Approved for Use Imm9t DodeB In HVHZ gwwdLmm Jtaa4Mnt Pt — Emu Product Motlel.NungermName Quality An F AvarmicadflorUm &eumCedfor Use In HVHZ oubme t0a1Z fad Resistant 1)okm p— Head 9uaNbLr3te■Bet Product DmdMMn Aoprovedfar Use Aomesedfor Use 1,HVHZ Outelds HVMZ laamt Bfeetaed Design F—, 1 TAMCO Fiat Top Olt -Ridge Vent with Salle for Tllo 26 ga. eetk roof venOW" with battle 09001111026 Yee Yee WA WA 2 TAMCO G000enedk Vent 2600. 09OW2026 No Yes WA .01-52.5 3 TAMCO Oe-Rdge Roof Vent win Bills 26 ga. sta8o mor wnbWw with integrated bete 09/0912026 Y" Yea WA WA O Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business &Professional Regulation Pie i Of I Florida Department Of Business &Professional Regulation Pegs + of + Building Codes and Standards 11712019 Florida Department Of Business &Professional Regulation p.g. i a 1 ■ Building Codes and Standards Product Approval Application Detail 115=18 Building Codes and Standards Product Approval Application Detail 1=18 Product Approval Application Detail Building Codes and Standards Product Approval Application Detail 115=18 Coate Entity Me Calls Date.. Pending Daze F+-s ft"4t2 FLima88-R1 FLO"4ti1 Type Vmlo Manufacturer Contact Enalneer&License Validated By Validated Submitted FBC Approval Approve tl Status 22M Ions Version Review 2017 f L.V. Thompson, Ins ribs Thompson Architectural soft or 9-h—tl.Lteenes Validated ay Tony Christman Zachary R. Priest Lodes Bowdon 20 go Delta P W Yildet:d HlbmtlYd FVC Agovervid 10/1012017 10MOM17 101172017 DOD A■snd 12/122017 AMR Approved Code I= Mest4II Revision 2017 1Moatacblrir Florida Metal Praducis Ion. Entw contact E■h�&Lk� Validated Be Clark Jones James L Bucker, P.E.Q Michael John Ramer, Dos* D!$ cam Pandmp Rid$ Validated submitted FIIScAnimaIel AddressedEtaba 10252017 101062017 10272017 12M22017 Approved Revision 2017 Lornenco, Inc Cate Category; Roofing SubCategory; Roofing Accessories that .are an Andrew Carter James L. Buckner, P.E. Steven M. Urich, RE (501) 982-6511 PE-31242 (717)317-8454 ecartch@lorn—o-cord 04109201a 121182017 04/152018 06/122018 Approved Code ma Version Revision 2017 Momil�r Bond Rceting / Mo erLifeae Emltem Canted EB9 Validated Be Thomas Jenmrtt IAPMD Uniform Evaluation Gary W. Walker F de —DO Dab PaNgng y,I� Submitted FBC.Apg[Q� 10118=17 101081J017 � Approved 10/2112D17 Approved ■ — Metals Campo" (TAMCO) (B13) 2463456 PE-74021 (334) 300-1 BDo Category: Roofing (904) 78&84W COUCK Engineering P.E. integral Part of the Roofing System Category: Roofing (602) 289-2288 Service6 LLC. G'ro5) 854-0160 � Category: Roofing SulaCaeghi Rooag Accessories that are" Ir6egral Pad of the Root System torrylifigonrlatroofing.com SubCaygory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a cladrilifgmmco.mm PE-31242 (661) 414-7657 compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Erganeer HublC dogery: Roofing Tes Compliance Method: Evaluation ROW from a Product Evaluation Envy tho naa)emmrt®boral.00 In CompUww* Method: Evaluation Report from a Florida Registered Arranged or a Licensed Florida Professional Engeoet Flodda Registered Aroh6ect or a lJorma ed Florida Professional Engineer Ets1;7202R3 Proi)upis „' e .h ., ,. } : -., .. N „, „', , , „,, - -.. Qualify Assurance Approved fro Use Approved for Use lmailk Carbon FlJT7"9.R11 Predngte G"ev Aaraanga IM= Dadm FIMMKSM Products Sea Product Motld. Number rn Name Product [hescrlp0on Conrad Expiration Me In HVHZ Outside HVHZ Resistant Pressure Product , Number at Nerds Cenlmdxoiralimh E Dab lalJ OuteMa HVHZ SHtatant Pressure Quality Assurance Accounted far Use Abonnnod for Uft Immffi gogm Song Product Model. Number m lama GuellW Awe—, Product..correlation Approved foruse A�.SrUper based Design1 In HYH; outside paskt&M Pressure Deck-Air^"DA-4 Low Profile, Polypropylene Plastic, Roof Vent 071102021 Mechanically Attached to Plywood Deck. No Yes No r97.51-97.5 27 yap gigs Medium proflb-Denver 10I042078 No Yes WA N/A & at Pretluct Model. Number m Nepal Prodwat Degradation 2gokmuhmkwAa2m In MVHZ outddo w4m Resistant Pr7mur , 3 3 - FLAMCO &quot;RV 10 Ridge Vem&quok Aluminum Ridge Vale for pildred roofe falp ice 12/31/2020 NO Yes No WA 4 TAMGD Round Top Off -Ridge, Vent with Bale for Tile 26 ga. static roof ventilalar with bete 001=026 Yee Yes WA WA from 0.025• Aluminum U O }' Florida Department of Business & Professional Regulation Building Codes and Standards Paas + a+ i/soda Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 a I +152018 Florida Department of Business & Professional Regulation Building Codes and Standards Pepe I Of I 115=16 Florida Department of Business & Professional Regulation Building Codes and Standards Papa+ a t 1/51m18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ( U) t]Jti849,40:111 mV9mlw l lix share or VMIWAWBy gait 21M Vl�g Submitted FOGAgarrovll gee 2kW 17,1E9i&6t1 2dBta Iyas Version I EattacsL dBy Engineer ausmm Validated I� 21M Dole Pand! V!S1 FBC Approval Approved � stabs f417Htl.R'11 2dme Iua YSribre Manufacturer Eolid er 9sntfd EDser&LWaM Validated By gent site yam Submitted FBC Approval seta Approved Sobs I'1[Ld4t:Rit 2� mm Yenim Entity or 440M9i Encrer&License ValdatedBy 2ME Rate dim Validated S F �ta &eaLQYed I&M � �,Cmm&m!e `Cv Revision 2017 Soral Roofing! M miarLyetle Category: Roofing gubCaygory: Rooag Ties Compliance Method: EvalcOon Report from a Thom" Janrwtt WPMO Uniform Evaluation GaryW. WaBw (4102) 2W-2268 Servicq LLC. (205) 854-0160 thonwJemmataillbonlLoo m loll em17 IQOMO17 102112017 Approved Review 2017 Sold Roiling I MonWdJfMe Glpory: Roofing Subcategory: Roofing Tiles Compliance Motlwtl: Evakrtlon Report from a Thomas Jammed IAPMO Uniform Evaluation Gary W. Walker (602) 259-2288 Services LLC. (205) 85"160 thorn".)emmatl@borr.co m 1 WIS2017 10/082017 101212017 Approved Firemen 2017 Bond Roofing / Monb&NWe Caegory: Roofing BufrCaygory: Roofing Tien CDnWlo al"' : Evaluation Report from a ThomesJsmmeft IAPMO Unifom Evaluation GaryW. Wailer (W2) 25�mv 2288 Sues U.C. (205) 854-0160 tbema€demmettillborai.co m 10/18=17 10/0612017 101212017 Approved Revision 2017 Sorel Roofing I MonbAJfry Cpygary:. Roofing BubCategory: Roofing Tilde ConprlWr es MatiwcP Evaluation Report from a Thomas Jsmmed IAPMO Unaom Evaluation Gary W. Wafer (802) 2m-2288 Services U.C. (206) SM-0160 tbemeslensrrMborel.co m 10/182017 10/05/2017 10212017 Approved O awe FIf7849411 Product Evauaton Entity Products BRIAMI Producti, Product Eveluamm Entity FLarUMII Products Product Evaluation Entity FL8T849411 ferrducla Product Evaluation En" Gowns, Asouresher Approved for Use Approved 11W Live 1aW41 21" AaDroved for Use Agrrcradfortea Iml9t Dolan gaditigauxu t Aobrovod for Uss IM= D� Approved for lee Spa! Product Model, mNoma Number IDfli�2 elf" 1�tant Pressure amProductMedx.NpmapprNaar P inHVKZ Outside HVHZ Resistant P.1 m A2911 Pr9duclQes9dgllorn Contract Expiration Dab In HVHZ oubwe MVHz Rent PdmB[4 Erg.! causes Fts tl■PII Coneractibloindlan Dab lBlffiRi Qui liVHZ !ant P.engm 28 v9s g00 Medium Profile - Lake Wags, FL 111110412018 No Yea NIA WA 18 Sazm y 900 Flat Profile - Rtee, CA 1004/2018 No Yea WA WA 17 Saxony 900- Country Sae, Hadford Slay, Shake, See, Flat Profie - Stoddon, CA 101042018 No Y" WA WA 18 Saxeny 900- Courhtry Slay, Shake &amp; Say Fiat ProBb - Handench, NV 101042018 No Yes WA N/A Split Old English Thatch }, O .Sam V� Florida Department of Business & Professional Regulation Pact, a, Florida Department of Business & Professional Regulation Page 1 a+ Florida Department of Business & Professional Regulation peg., a, Florida Department of Business & Professional Regulation Pap a I a)� � V Building Codes and Standards I/Mo+a Building Codes and Standards +152g+a Building Codes and Standards 1/5/2018 Building Codes are Standards trawls � M Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W FLf7649411f FMWI.R$ pIs169IM Cc*Enew mm V-1- tMBIdM:Ia[ or Contact Eealror&Usable VridaldBy 21$ glta Date po am Validated Slbllbd FQC&laasnd Data A9grmMd it" FLImM Mt C Srpa Va.[- I glow or contact E aL-� Warsaw By RIM gale Dale Pondlng Do% Validated Submitted FOG Am[mal Airwaves &Miss Cygs mars VerdgB Manufmhler Enter or S9me9t F.galoson#License VrMatedBy Bata go Deb PonAng Vetter Submitted FBC Approval Dl$ A ---of AMR C log Version Mongered Equity of 4Mm•ra Egalower itjormas Vandrad81 Dow Date Daft Pleased� Yolked Submitted FOCA9oraval ABdBffid Alan c C Q Ravisicn 2017 Band Roofing / MontedJf ft Calefforld Roofing Subcategory: Roofing T8c Thomas Jammed IAPMO UhNorm Evaluation Gary W. Walter (602) 269d286 Services LLC. (205) 864-0160 tlhomcJenaned®bomlm 1011&2017 1WO802017 101212017 Approved Revsion 2017 Soral Roofing / Monea-Bedle Category: Roofing subcategory: Roofing Tllea Thomas Jammers: IAPMO UmIarm Evelookm Gary W. Walker (602) 289-2266 Services LLC. (206) 854.0160 thom".(emmetlilliboml.co 10/182017 llave2017 1012lrM7 Approved Revision 2017 Global Protection Products, LLC. Category: ShuBera HubCategory: Stain Parrs Tim Robinson Waller A. TNB Jr., P.E. John W. Knexevich, PE (964) SW7645 PE 44167 (9M) 772-e224 t1m.robinson®gPpentoren 09100=17 08/312017 09/112017 12/1212017 Approved Review 2017 Global Proection Products, LLC. Category: Shapers SulaCategory: Sorm Panels Tim Robinson. Wader A. TI M Jr., RE, John W. Ktlezevidr, PE (W) 689-7545 PE-44167 (954) 77241224 tim.mbimonagppem.com ORM511017 OBt312017 O&MI2017 12/1212017 Approved Z Compllrres Matlrod: Evaluatlmr Reportfi an a Product Evaluation Entity m Conlplenu Method: Evaluation Report from a Product Evaluation Entity m Compliance Method: Evaluation Report firm a Florida Registered Architect or a Licensed Florida Professional Err~ Cmmiallanas Method: Evaluation Report from a Florida Registered Architect or a Licensed Fiorlda Professional Engineer z Q F1e78tfA11 Products FLir/8494111 Products agimzLqmzLobm FlA1511768EFmdISM J Stld 19 Product MOM. NorateworName Saxomy 9W -Country Slate, Shake, Slate &amp; Split Shake QusYbcAm■ Pilockers Description A Extension, Dom Flat Profile - Lake Wass, FL 100mol a Alm[s:vedfor Use Apgrovedfor JUse Its Dow& No Yes iam9t Betalat N/A Dostm Pmumm WA 20 Product Model. Number OrNam Saudi 900 - Shake &amp; Slate Giraffe Assurance Product Dwagrinfies confined Expiration Dole Flat Pm%- Lathrop, CA to/04201e Aggrieved for Additional for Use lmBad Doola0 IaflYRi Mai" HVM Resistant pressure No Y" N/A WA Effi-- 1 Product Market. Number m Name 20 Gauge Gohn need Steel Sorm Pwwb*iVHZ ChoiAfrurarce duct Propaesdption Contrast Excretion Day. Corrugated Galvanized Syr Storm Parrs repined 12/312019 or not by trade te provide hurricane proleco n. Approved for Use Agorwodfor the IB.tFL outdo YFIZ Yes Y" lm@mf R nt Yes DooMg prime m N/A §!!L 2 Pf ommom. Nu low orwet" Z4 Gage Galvanized Sleai Storm Pano"HVHZ Quaker Am Product O"edntwn act Emiraeon Oats Corrugated Galvanb ed Seel Swm Panels retained 121312019 or not by tracks to provide hurtkane protection. AporovadforUse ink payee HVRZ No Yes Inwwt RRaI�i Y" Don■ Fr�rr WA SHEET N0. search crmft PA 1,2- a a r= e a t Building Codes and Standards lnrzpf9 Florida Department Of Business 8 Professional Regulation Pape i or, Florida Department of Business & Professional Regulation eg Pape 1 off Department of Business & Professional Regulation Florida De Pape i a1 Product Approval Application Detail Building Codes and Standards frsl2Dte Building Cotter and Standards +/brmle Building Codes and Stendanis +/�+a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail p�ggg•R6 CqQg Entity or Q�te �j$ Date Pentllna Date Type ReNsion Version Manufacturer 2017 All American Snuffers end Glass Comact Engineer a Licansa Validated By Mike Bemlen Frank L. Bernardo, P.E Tray Bistwp, P.E. Validated Submitted FBC Approval 042012018 10202017 04202018 Approved 06/12/2(118 Status Approved � fda�Cg lllk gad t?>b Palatine 20 iS� '� l� 20 Daft Prrlm �' Se.� Entity or go N (� (D �r �t� > i U W O }r QO O coc VJ O O O W O LL .� -0 E O O ^� O '�^ -0 . = V ) O U U) O }(D W PDesim U) V O U O L V V� V m cW C Q Z Z Q J a SHEET NO. PA 1.3 Florida Department of Business &Professional Regulation Pagel 2Does Pending 0 g14. Validated Category: Shuhers (561)712-9882 PE-004654Illaradecturer 8 (854)947-Approved 0880 IY9t YtaJ9e MNt�IW[ gYN� Emlont#1� Validated IN Yllf� $.ghmll� FaC Approval 6coroved �mmulochm Contact { Enolroera Llcenw 4sadebd By Validated Submitted FBC Approval $� Iyq! � Enrrrerf Llcerw Validated Br BubmWAd Co rDole Entity 20 oval Application Case rCV < (guests Assurance Approved lor Use chibct«a Licensed! Florida Praessianal Engineer M q Yw' Case Profasslonal Engineer cn9 Product �(ydN. Nunb««Nano J1ommo 1�ti 11Y1B ! P� 1 0.032&qud; Aluminum SV Comp On 0.032&Wd; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ 25 29 Ga. GulfRib Min 29 Ga. GulfRib over tz4 Wood Punins war 04/t22024 No Yes NIA meiie�!r�m�wio�nnAm�rA��v���e�