Loading...
HomeMy WebLinkAbout3224 Nubbin Ridge Ln3 L C v x N 0 rn o� LO I rn m v ti 0 0 J LO 0 L0 I rn a� gG orb a` V,���of ABBREVIATIONS AB or A.B. Anchor Bolt FIX orFXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Retum Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Retum Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bat. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG, Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KfWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW 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 orV.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 W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf We or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PIN or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME —WALK REVISIONS 12-28-17 3.00 2017 FBC UPDATES ,FIN 417, 1 i!]F I S IVI 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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. O 0 C M z N M N z � z o a Q M � N N z Q) V LL d--+ U � Ow t- N C o o V� = N � � ~ O 8 U N • ) ID Q m M �m N �O o o N d I w z Z W M N m 2 . M w �NJLU a��LLc� zz a V ¢' 'o. s 3 Z q •• f ��e -J - c•�.t 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 w M z o� Q 0 wo p 0 Q N Z® oa U �_ fu CL o NO a< dn, p W0 � � �� d NZO ¢ ¢ Z L r4 _ C o z y U m O o� zF (n Nm Q W tiw o:E g0 ONE Q 3 a U wLL o a <nW r- - 00 aLL G Y =3 02 co� o ao O� � ZI6 U .Na O >M L cc N O a. 0 Z L.1n .._ D o T N C ai r CN CM o Z c E Q 0 � f0 d o '0 m U _J Q p aa) _J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. C S 54'-0" A H.B. S3 0 T ) TYP @ 1 STORY 25-SH SPAD "r V r M� BERGLASS o - 0P11' URROUND N in IBERGLAS - 3'- 10'-4" 10'-5" 00 o O M 2, 60"x36" to A Ur) O = I SHOWER Tr ,_ in TL G _ U) 'n A N O TILE OWNERS _ LIN N C BEDROOM 3 BEDROOM 2 D EP ' SUITE N 16" I 8'-0"CLG. 8'-0"CLG. iff r 8'-1 CLG. 00 N j _ CARPET I CARPET CARPET g_ I q Ln 8,_0„ 2,4„ 4, 2" 3, 8, o-„ 3'-3z' c'�sTt 1 � Y Y • I • C . I 2668 F- 2668 A I (4) 2x4 #2 SYP STUDS `r rA S3 CO f: S3 W/ USP HTT4 BASE @ to0o AHU � � I 8 -0 CLG. I C71 4068 B.F. 4068 B.F.LM TYP @ 1 STORY TYP @ 1 STORY N CARPET I = =0- w 166 _ R&Ss -------------� - ---------- z-------------- - 5'-8' o 10" 4'-0"1 -' R&S iV R&S rnio J N R&S -_ } -_ -_ -_ - 20 8 Bd H AT T-4" F"i I I I I I I I 17i=i I I I I I I* AV- �I S3 (4) 2x4 #2 SYP STUDS FOIE R TILE--i N M 16'-2" 1 'n 8'-6z" '-104" W/ USP HTT4 @ BA66 9'-6" CLG. 3068 I I 6„ CAFE I K o IL FD 00 0 VAULT. CLGI CARPET j - - - - - - q I II 1 BUILDER TO PROVIDE - - ------ i\l PATIO 1 1 I I" D.W.1 I I CO _ APPLIANCE G.T. _ I I I _ I t`' W.H. PROTECTION WHEN CC 1 t° ----------- S3 D "x20" REQUIRED PER FBC I I I I SQ. 0 ci 4 0 2:12 SLOPE j o �, i I o o - 2 6 N U cr I I I _ I S3 I ENTRY N - PILASTER W! (4 #5 VERTICALS GROUT SOLID. O CEILING I rO Z 1DOx R x LLi I I I Q (( HEIGHT). LFOR 4x4 P.T.P. i f I O 00 I 1 1 8'-0" CLG. #2 SYP D. POST 1 I 1'-4' i I >, I I I I TO SIT DIRECTLY 1 1 �J I I K S3 1 I I I 1 I IN CENTER W/ USP PA44 ff OF TW 9'-67 CL . ;O N I -1 C- 2' ' I 20'-04" I I ) 2' 2" I M O I I O I I I RY =W o EDGE OF SLAB 2" I Q I I BEYOND WALL w I l O o T Ella __ �� 11 IX /�------- i� r OPT. REF. �� I I 150 I o l l Oc=n M , --- -� N 5-SH 16" DEEP DRYER I I I 2 CAR GARAGE THRU WALLT 1 r I I FAMILY R M 8'-0" CLG. I I I I I 1 1 - - - HANSON BOX ,_8„- o �� 15'-621' @ 36" A.F.F. 20'-04„ I 178,4 O i CARPET I W IL N cm N (o I I I I I i ,� 00 cn N ? - D I I 2868 TIE 2E 68 T W 0 - - - - - - - - - - - I o CV A S3 TYP @ 1 STORY N 0 W H.B. T HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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 W4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20X38j 184X371 S.H. 14 20 X 50 � 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18jX71 S.H. 1H2 271/4X26 26X25j S.H. 1H3 271/4X38j 26x371 S.H. iH4 274X50j 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 371 X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 j S.H. 36 54 X 72 52 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • 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" DA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND A111111111111111 �- I•I TYP. 2x FRAME WALL 1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 ® Q c_ 0 0 LfI z N o z Q � 0 J M d N � a v cD a 1�- C1 r Cn Y t0 LLr a a U Lu N = � O c U co Lu 0 _ s U o c u) .• • ®0 Q m sm N N OO �_ Z po O N I r-a V M M Z O W a LLr oV EEi W F;' z W a l a a a rnLLL C W LLI a LLE• Q ✓�� ❑ I� ,\ ............ 'ROFE�= larr �e dr�S 31f� wffi � 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. r__ c w M J z Z lL CL E E 0 ¢ wo �o �° wz >o Z® oa FT 05 _ 0. o E N¢o Ko U F z W UO p o aZ ww Ix L ¢ z m , ru CY •. C U:) J V y0 Oz Z YZ �vu'i (1) ` a�i c�� o Wg zz 5 ° az U =W o �o o§ Mj coO � o� z � 3 C CD O >M L � N O 0 ` N in 9"{ C Nt �± r = O) Z O T LO T 2 j� N N r a; z r y M CM N �' o Z O(n cu d 0 J Q p J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. 1.0 r.t I 8'-0" BATH 2 A - '_ r�' O O 1� DW O M KITCHEN ISLAND ,v_n,, 8'-5 " OWNER'S BATHROOM 01 5'-0" CO 00, Lj 11 ih <V co OPT. REF. O co KITCHEN .91 co 8'_54 01 cM Q CV L4 LA HOOD Ll CIO CV RANGE KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" t�l 0 M � Z N O � O z 0 o M N Z 'tea LL v o W O 0 Q • O lD W C o Ln TC /� O V Vall m N W � Mak C) =O N 0 -N+ N Z rx UJIinv LL� aW w 11. .� Uo� 0 5 LL N •• O C" 7- 0 F F_ 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. r_ o O M M J ¢ o w z < LJL Q E zo Q O F' Q yrn zo Q N Z® oa O Q O< 00 Q O L� a�J r ao 0 GZ �w J L U) C:U "m mO Z z U) N Fw Qw zz Cn 3 d 3 > 0� wLL ao go a z mw �E V O �O Mj wF =1< c C:)0 .y � M L N c CV CID j O rI1 m E V70 C C- r LO z o r LO T N N r ai T M CM o Z E O a U Q p JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. 2.0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� IUUUUUUUU� E 7_1 FE____ 7 L E 7 71 F_ 77 1 FE=_ -7 FE=_ -7 � E L I E 7_1 fl 18' RIDGE VENT 12 5� T.O.M. HDR HGT. TEXTURED — o CEMENTICIOUS 9 FINISH ON C.M.U. 60 cc) (TYP.) F.FL. �12 / 12 HEEL F4 ----- T.O.M. 00 HDR HGT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 2" x 4" SMOOTH - TEXTURED a SILL / BAND -------------------------- F.FL. 4' RIDGE VENT 12 �5 M ----------------- ------------------- ---- , O �----------- 2'-0" PRE -ENGINEER TRUSS REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. —� 5/8" TEXTURED OVER — MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE COLUMN DETAIL /2 0 FRONT ELEVATION — B1 SCALE: 1 /4"= V-0" RIGHT 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 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 verged 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. L c� 0 N O z z M cl- N - M N a z � ^' 0 � 1W —/) T Y � w U < .O r„ Q N �� E � N w. � � o U m w m o g I = U o c CO Y ®o Q,78 N i�D N o W 8 ssZo is U) Z U W W LL I`.pLU iL1J�g��'%//�� a Z ``1 3 10 . �►!� LL 0 ��/��'tltlii11VONN 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. coZ M M M ¢ � z LL. Q E E OU zO w� > T �o Z® oa F— CU B �O R� a¢ �o oz Q z N r6 ¢z o ww Y >O z G Z � a� a Z C> cD Jz aF �o a st zR ° 3 c O 0 ^L1 W c �..� LJ. co -J O LO ._ zLO o T' I� N N r ai r M cy) 3 N N o Z Z E CD N E f0 C 0 U J ¢ 0 J JOB NO: 19-5905 SCALE: AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF_ INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� 12 5� —€XTE-ND€D----_ OVERHANG TO BE CENTERED ON DOOR OFFRIDGE VENTT4' OFFRI 4' RIDGE VENT 12 �5 -------------- T.O.M. --------- HDR 0 eo co io ------------- F.FL. 18' RIDGE VENT REAR ELEVATION - 131 LEFT ELEVAT SCALE: 1 /4"=V-0" ION - B1 SCALE: 1 /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 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 FOLLOtMNG 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. G r=_ -M M n' O z Q M ^ z (D I.L V O LU t/) c o Ln ws V Co LLJ m o 8 ='•w• . U o N U) c 8 Q � ®® � N 6 <fl a a ti a d w z U) Qt!� u � ioV a+ W Nz 01 pill z ON • 4 • -� C' ' _ C 0• ch ��/d t1t111111 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. r- o Mm w Z CO LJ... Q E E ® o z o K os 1 Z¢ ZZE O ¢ N z© oa ca XO ?O — O E N � d� z 4 �U O z az L (a CO C o Y V m O O Z J a� W zz oa ao O w C9 �- c a C O .y MM � N c� O � m c d` L O . _ Z o LI) T r I N N r ui c r M CM N N r o z E O 0 ca EL U -1 Q p � JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. 3.2 Nl 2" 1" N (V 2" N 0 1' VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" "2"�. �I`-�F BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �� N 12' CAP 1"RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS a 1'-54' 1/2" RADIUS i" 4" VARIES VARIES CAP iv in 1n V-4„ 0 M i� 22, 12 VARIES VARIES -N 1'-4" 1 1/2" RADIUS 4 a Cfl �Id T '- 3„ 4r, 42 MIV C SIN 3" 4" 4„ 2", VARIES 12 2' 2" N C43, 32' 11 32' 1" 1" 1" 2 1/2" RADIUS BASE - - L r C� • (p iv BASE 4 I •But 1, 0„ -I v ''„ 12, *NOTE: VARIES 8" 6 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" d�N 6 1" 1'-4" ki T- 1" 19 24 r • zo 1-1/2" THICK 1-1/2" THICK 0 N 4" 10" SIN 24, 10" 6" O W� r IN�M 3rr a 1„ 2 iV 2" 4„ 3„ 2" 2„ nl _w W U �C) 24' 1-1/2" THICK 32' T M 2'-4" 52' 1'-5" 52" _ IN 00 3„ N 51" 4 3" a 1" 12" , o VARIES VARIES 1,r z W � M i� I 22 —�k EM VARIES VARIES �� Qq' _ r I 00 CD ' M • g% • 6" 4" R44r„ � z KEYSTONE F11 0 OPTIONAL T `� 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 3" 3„ 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 11" 1 r_63„ 1 1 a a 1.4" 11 2' 5a' 1'-12' 5a" 00 _ � 3'-8" 4" 3'-0" 4" 10.1 101, � N err iv CV 1" 1 0 - , i"! r A fV 0?o M M r • r 1„ v LE 2 fV� O GENERAL NOTES: Im 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Ill ACRYLIC SAND FINISH I I 0 O L N O � O z � O 0 J M d N E3 — M N o � � T Cn Y V � O !17 to c o O wa I--- U °' w & �- E S w � U o • ® Q N N z N Su N L O m LL w a LUUj Z C mo¢� l C N LLZ W O U U E ❑❑ O c� M r� O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sl m w M M i o z J U- C E zo oo � » U t✓ V w� o a O E xo &¢ a oo o' z Naoo z i<z a rW � CO C ZZ o Y U mo 01 Z m Q W N Cx �I o U a NZ U � <o �k o O z 11 �o a11 Ca o o3 N O ^L, W � N �.1 J O < CN L.L V � ■T� Z O LO T .L I� N N r ai M f M M N �; i o Z Z E O rn E N C a U Q p� JOB NO: 19-5905 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) 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 FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET O DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. �?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 �O) EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VLKIFY ML I LK CH CHIMES (OPTIONAL) LOCATION WITH PB PUSH BUTTON SWITCH (OPTIONAL) BUILDER 200A INDOOR PANEL CENTER 10 #14 copper to tights & cutlets t 200 00 AMP MP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10.3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. �9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) P TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IMM ELECTRIC METER §W771 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L�J �4� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" e a C� 0 p z N S z o z M d WJ M N 2 C/7 Y � W a a .O � N �N N fCs _U 00 m o g x� ¢ 01 tM sm N N b o `n Z U # g r7 d w Z W � ti� Nz w a 0 0 CHO Q° �4� H E Q LL Z U) a a4� W N Q M Ed 00 rn 0 CV M 00 O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o coy w M z S z J L.L NE 05 zo oLL >m �a _ o E u F— � X� Z® D a w¢ �� ❑ — E o N � 4 az ao ¢ a a ir� L cf) _Y o U '0 01 Z J , W �m U) 3 Q � awZ LL° LL <0 U a m w � ow �K _� a w U H o O V- ¢ z < a x O ~ c� 3 c O 0 > M ^L� W '> (3) co ,•� co _j O Q U CiCN o V � � z TO r ui T l� co c\ CV iri � o Z z E O cn ro c @ a E .. .a W U _j Q c c JOB NO : 19-5905 SCALE : AS NOTED SHEET NO. 4.0 RIDGE ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Arm Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063, R703.7.2 Plaster. Plastering w/ 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. I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. L I� Q 0 Q N z o Q v J th M Z v (/� c n' 0 o W u- � V L.0 O .0 JL — 12 W F- IVN c E o YZU') = N ru � U m [2LLe o g ml.... I =r U o 0m Q - Y W � N �O N U Z LU 2 o N o w Z WZo a o W 6i' d W w W a V WLL Z_ c�aA o Nk\ N � � r �AnSJ 0 �,O�� �• Cr .. O F S E S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. r_ � M w z co ry Q E E z 20 d �� F G } Om z® ❑ a OU N o E X U Q �8 O OU (Y OX C:) � pwZ ¢o ¢� L . (0 _ _ z 0 y U y m� O Z J vi � m ? o oLL Q W � w ga o UQ ado 2 u W oz �~ Wmi r3 za L= rl I3 = O O .y �M wL C cc L.J. 0 N� m IY LO .T_ LO z o r iD N '— Cn M o M � CV z z E Q U E Co 4 U � Q p _J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. 5.0 3'-8" 3'-58" , 2'-6$" 11 6'-0" 6'-0" 6-0" T-10" 4'-2" ,. T-23" 2'-98" 1. 6'-0" 6 4 A H. Bt 83 TYP @ 1 STORY U.N.O. I ■ ■ ■ ■ ■ ■" "■ ■ ■ ■ ■ ■ : I 7 1 T-2s 511 -11 CP 2'-9" 2'-8' g ' II I • � Il I I \ ` T ■' ' I I I: L -A I _ t j1} ^N of 011 '■ r> HVACCHASE\�� �� I IBASED ON LOCATION it j.: J • ' �t I 10'-10$" ■• I j � ........ I :: • • ■ —CCi —J CJ N CJ — CJ 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. 17'-58Z" I 36'-6$" I TYP @ 1 STORY U.N.O. r. : 00 GWJ I . '. '. '. '. '. '. '. '. '. '. '.::::::::::::::::::::: ' :::::: :::::::::.......... I..... . '. I :........... ■ S3 I : ■ - 3-1/2" MIN 3000 PSI CONC. SLAB FOR I TOP OFCONC./PAVER TO BE4" ■ : HERNANDO COUNTY ONLY BELOW FIN. FLR. 5 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7 4 -8' 2 -6 x2-6"x1'-0" PROVIDE Y2' x 9" N L - co -3 1/2" MIL VISQUEEN VAPOR BARRIER 16'-11$" 8'-64" RECESS FOR FRT. DOOR .W. W/ (3) #5'S Ezo `Y SLOPE S3 �t iv -3 1/2" J -- --- ■ L - - - - I- II T I -- ��r _ _ _�— 0 . • .. o I S3 CfJ I III III ( PROVIDE 1 Y2" RECESS D W /�-�\ ■ I — — — - � A. sl�■ — — I III III FOR SGD. REFER TO �� I I I _ _ JN I \W.H.�/ K CC ■ CC I S3 STEPS AS MASON'S SLOPE FOR I N I III r�= = -71 I WIDTH I II �� III"-' - S3 I S3 orZ-6.x 2'-6" x 1'-0" I I 11 L Jly3 : r/ (3) #5'S E.W. -'REQUIRED F PER FIELD II : T-5" T-1" 5-8' -0' CONDTQNS I I L JIII • 25'-6" I I _ 20'-6' 6-8" 1'4" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I I I L�� _ _ _ I TYP @ALL PLACES SHOWN I KITCHEN ISLAND : ; I I K BUILDER TO PROVIDE HOOKED FTG. DOWELS 5" EMBED I ��°° LOW WALLS S3 APPLIANCE PROTECTION I GA W/ 25" EXT. ABOVE SLAB "GRADE 40 I 11 CHASETO WHEN REQUIRED PER FBC ■ : - STEEL" ISLAND o I CO -I- CJ t CJ ; I : °' eo F- SA3 ; LO TYP @ 1 STORY U.N.O. 1/2" SLOPE I _ 0.0 I FPT�I I OPT. D I II II -3 ■; I I LeJ I 20' 112 I: 4'-68 M� N I I ■ - ------------+-- —-------�- --- ------I— ----j ■ . .:. .. . . . . . . . . . . . . . . . . . . . . . = 1111111 tV ■ ■ ■ A S3 TYP @ 1 STORY U.N.O. T-50" 1 2' I H.B.+ 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 6'-0" 6'-0" 5'-28" 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 —-� w w z 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 shail be t;;,,• �;:,,. G;;,, .;;,,. �;:,; • ��; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 i n s CD 0 M p� O z N O ro Z Q 'Ir. J C) (Z. O M N ` V W Q. 0 Lu V) c wa � o w ` � — 0 8 u�.... U 'o N o 01 �m ' N N o N o w z Z �z ti a w W Li¢���A 'z3 Z�� It .^�� � awe � J t • � LJ • • _ � ' � G�6� � :mow UO tG co P 0FEaSiC)�\`�o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o mz w cM o a J LL. QC C wo Qo Z� <N z® <= X OU �¢ o� D oo °orr O N ao ¢o ¢ az �I w z L (Q Uj C ❑ Z y � m o out Z z >z En 3 Q. 8w o o LL o o a mw o O O ui za a �3 0 O > C'7 ^L, W '> m I� N ctz O Q C 0 a)CL N Al m N mt V% L0 ._ z o L1) r T N N r ui T M M N i o Z W Z 0 E 0 N Ca FTU J Q J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. 6.0 Tom CPRD M CJ3 CJ5 D �-� > > -I N � r < T < I— < w -'I > -H O �D�11 I -- 1 1 > � D -1w-I D D � m m Im oo co Co co 0 m rn I GE1 _ FG1 18 D1 EJ7 �2) 2x12 #2 SYP ' LITCH PLATE. BOTT. OF BN EJ7 USP HD41OF w/ (10) 1Od NAILS A I 3/16" TAPCONS TYP. BEAM TO C EJ7 EJ7 I EJ7 I EJ7 I CJ5 I CJ3 cc-CJ1 1 ' EJ7 EJ7 EJ7 O EJ7 X (2 EJ7V ' EJ7VA O�h EJ7VA D G) 0(2) EJ7VA EJ7V EJ7V EJ7V EJ7V EJ7V n ZEJ7V CJ V .00 A (2) TYP. BM TO CO. CORNER '16" OSB . @ 7-0" qD MU(6) UPLIFT CONNECTION CROSS-REFERENCE 7/31/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 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 R77A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d R73 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 110 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dx1-112 J HTT5 4350 3740 5/8"ANCH.I 26 10dx1.1/2" HTT5 3225 5/8"ANCH. /(28) 10dx1.1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L HD58. 4505 378 5/8" ANCH. 3/4" 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 LUS 6 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 1/21' 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 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 1 14-10d x 1-112" U MGT/MUGT 3140 3140 22 - 1 Od 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 "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od 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 1360 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 (x+ (A) u) (+ 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 (8) 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING ! 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. N 2X4 STUDS @ 24" O.C. + + W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING G E 15 FALSE BEAM SCALE: 3/4" = V-0" STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM 0 z 2 LU 2 0 0 a J J LL GABLE END ROOF FRAMING PLANT SCALE: %4" Q M G 0 M C.9 � (D N O z J M CZ O M z N' W 1 =n Y eU � O w �— N C o � o U 0o d ~ oWIN g i g! - . c 0 x. i �m N N S�do w z Z0 J g c o w LL r- .o cv7 a LU 9w Z O 2 Q ' , O LL < -J _ IL Y 41ti ������f✓�aR O F E S S 10 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 CDJ W z M J l.l.. (d_ E o z o o 0 z > m zo Q N p (� wz X00 z® ❑a 0 0U O E N U a F z ¢o Q p O Z E L r0 (n C p z y U t=/J m 0 of Z J m �2 o Q W sz 5� CL () LL w J a Y F �s a O co '� o� ZI¢ o- U 2i i O 0 N > M ^L1 W CV O O r L O � .T_ Z o N N r ui M r CN C` N o z z E N M a E U < p -j JOB NO: 19-5905 SCALE : AS NOTED SHEET NO, 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 uptift) 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 8F8-1B/1T 8F8-0B/1T 81RF6-0B/1T AO © © O O O O O O O O 8RF14-1B/1T 8RF14-OB/1T 8F16-OBMT 81716-16/1T 8F441B/1T8F40 11311T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID o �w �U O #5 BAR CONT. 8F12-1B/1T O " O 8F20-0B/1T © 4'-0" LL © W" LINTEL DETAIL O SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY W 8F16— B/1 T a OD o L6 z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-ii precaas Tmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 MIN..REBAR(1)(1) AT TOP REC!'D /21 CLEAR ALTERNATE POWERS STEEL LINTEL ° a O a ° .M.U. #5 REBAR AT TOP 4 ° D a ° n a MIN. (1) REO'D 1-1/2" CLEAR ° c GROUT Q L e to Q C.M.U. 5 REBAR AT = U) rn i j O BOTTOM OF n ? W w 0 U) o "*-BOTTOM LINTEL CAVITY V Lu ` 0CCUOZ L REINFORCING ¢ ¢ C7 Co u_ 7-5/8"ACTUAL PROVIDED IN LINTEL z o W n ¢ --b m D i �o A #5 REBAR AT BOTTO AS INDICATED 'NOMINAL WIDTH (VARIES) (nui a , o 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 LINTEL PLAN SCALE: %4"=1'-0" G=_ 0 n C N Q — m� N z Q o � ¢ J (h 0_ N M t ) W O 1 j T C!7 Y C) OQ � Q 0 w — V) E �N � o � U 0° w m m oil — o g zi = a C) ''o 6 e' 0 • ® 0 `L It o> m N N O p Ib Z I" J i O O W W a C"" �(3 a LU Z �1< Z q^ v W ncD �\ naF CJC-30 6 /r R�fiESStae, NN el"If/11111t14',�`�`���` 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 Co M Wo W z z¢ LPL 1�. O E V zo 00 H W= ym QN z oa I_ iO X OU O¢ � OU O� O L a o ¢ w (Q � O � ti m m O OLL } r� J <� Q W �z 00 W v 3 0� W <o aE a cow Fk O �w Q Y =F O Ozl ¢ E d 0 3 c O O N M L c N co -J O Q 0 `� N n m v LO Z r 2 N N r ui r, CM o z `—° E O N E ro o 'D ccaa W JOB NO : 19-5905 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A F DECEMBER 31ST 2003 CHROM TED COPPER ARSENATE CCA- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL R GENERAL SO A C L 0 CON USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER U PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 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 Y22 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1,1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1, 3. 3. R SHOP DRAWING ARE TO BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS S 0 S 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 OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2,2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF . 2.2. 2 GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F F P VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 100 PL APPLIED VE C 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 �„ 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-1-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 (318" 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) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB: FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 1-2007, BCSI 4.4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpotlr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 -Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1f" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C 0 co V M � N C Z OO O � o Q � J M C) d N to 2 � � o 6 w d U U - 4 O- M w � V) o o �� c) AL �r c) m w m ONF- [2e o s _� = C.) O N `Zo\ t N N z W� M � 0 I ra acn o�'z ° w W -� tiz � a W V ayLLp�a z LL. � �¢ .� E • F L o Q7- s 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 rw M yZ w Z o 5¢ zo �g ,m ak QE o �� R OU Z© od 0 U �O C`J oa ¢z wo oU0, az ¢w • ,aR.Ar AW _ Y U -m Z o W ffm QW zo ¢z a�i a3 82MEN wLL a �w dw =r o cio >O a z< ° C c 0 .y > M `W . c N0 (a Q C N c d. IUD Z ,- O LO r 4) T r` M 00 o Z y (y 0 (2 z a E U Q p JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE, J 15/32" CDX 00 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0,113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" X++ + + ++++++++++ +++ + Backer and Filler Block Dimensions BCI8Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 good panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� FILL CELL STD. 900 HOOK BOND BEAM U) w STD. 90° CONT. #5 CONT. #5 HOOK BAR SIMPSC wl (22) NAILS 1 5/8"D #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max gap • � 4 max. /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection, _7 2) Block solid between joists for full length of span. Tight fit �'� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2" min- 4) Place joists together and nail from each side with 2 rows of 10d nails required when web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING �" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 1 snnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along toad bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high Vor=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H ill H C G 0 0 0 01 5'-0" 0 STUB -OUT FOR 1'-0" LO o ° GAS METER 0 O � U O F. (V a • 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. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19--3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2"X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10dl nails at 6" o.c. <Y/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges WE t 0_ ❑ ❑ Err A 1Y" ROUND HOLE MAY Err Err DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* --� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 8 1'-0" 1'-1" 1'-2" V-2" 1'-3" 1'4' V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" 4'-2" 4'-9" 5-4- Span (ft) 16 V-0" V-1" 1'-2" V-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'�l" 7`-2" 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series End Intermediate BCI 5000s®" g 2-8d2-8d 2-8d 3-8d 14 2-8d BCI 6000se BCI6500s® 9-1/2' 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl (22) • NAILS 1 R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —I I II I ICI I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM n ' �. a SEE PLAN FOR 'A • . • FOUNDATION INFO a. ' a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN ivy, %,nmaiz 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE \ /I�P1Ti/1 A r T1 Ir-%1 1 rr& 111 TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE .q al-i v'A ` a � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE All. ° a d e d a A ',a Q SEE FND. PLN. SIZE & REINF. , 0 M c- z N O W a z J M 0- 2: o Cz i` V3 Y fB W a U _ Ow ro N �o C) m w� m E C) qf'. =1' _ U o c "' <- 0 O? N N o� L% goN o w d a .�� W W ♦♦LL V'� L 0 Z ¢ nrn � R um I d4 "e U �� 4 OR ''✓R O F E S S� O� fllllli4111 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. ti co � M z o W z z a LL_ E E Q E `= o aLL 2 » ¢� �a E U ra� CL d 4 ❑a �� z o E N o a p17 ¢ a .-P L n3 C/) o 2. g � m 0 0 OE Z� C75 W �0 Hgo �w a W C)3 m w o w� � =3 �~ >° MillW co Z¢ a c O 0 > ce) ^L, W c N cc Q 0) N C Ln 0 z r Ln .— o = N N LO r T ai CV T I� M co 0 z E O a- E U J Q Q c J JOB NO : 19-5905 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (NP') VARIES / Irk 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 f PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & � @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 T UNDERLAYMENT FOR ROOF CHAIRS (TYP.) 44 WWF OR FIBERMESH CO PITCH > 4:12 D p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -III I I ICI I �I �° a ' /Nm 11=III-I 11=J- o FOR ROOF PITCH 4:12 OR LESS.e i 1' PRE ENGINEERED WOOD =1 LI I I I 11=I _ _ — TRUSS @ 24" O.C. U.N.O. �-L-,I 11=I11=1 I 11=i I rl _I I I 11=1 I I� HURRICANE ANCHOR @ EACH -I 11=��I I ��I=III—PI TRUSS (SEE UPLIFT SCHED.) W/ 8 =11 I I—► I I I n METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" 53 ELEV. VARIES INFORMATION, ALUMINUM DRIP EDGE ALUMINUM FASCIA ' .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 �- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 ch- 6 MIL VAPOR F D _ o0 BARRIER . �1 p �� 4 11 N p f- COMP. SOIL (COMPACTED TO 95% — /T MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 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 N SLAB CONCRETE 14 ERS O.H.D. RECESS z . ..-III-����''��'''}_��I�I +..... • ,, .. ' a 111=1 11- � 1 -`�` -1 I I-T-r1'y'1"rI I ILI;-,..rll a: . .a• ;'. 4" I 1 • 00 _ _, T � ILI SEE A/S3 OR J/S6 11 ICI, I I, •III FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / 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. �r 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 STRENGJR (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLESEE 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 PLATESTUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.N.O. SHEATHING REQ'D. FOR ALL 11 ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10' "J" BOLT @ 24" 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING F__F_ INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8I'MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND -_ 2"°x3/16" PLATE WASHER (TYP.) `, ELEV. 0'4' (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F.'AV O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 a WWF OR FIBERMESH WWF OR FIBERMESH ° 0 �31/2" MIN. �31/2" MIN. 4 ELEV. -0'-31/2" Z , ° d ° d °d°.° , ° A.F.F. Q p p ° a 2x4 CONT. a ° w e ' I =f i 1=1 I I=r31/2"(min.)- 4" a _ II'31/2"(min.)- 4„ t. -I -III-III 00 - _ I IF � � _ _ � p • e �T • ° ' I ° a min. - 4" I I=III I =UT ITI=1 I f= 31/2" min. - 4" :I I �I -I I I I =11 r GARAGE DEPTH VARIES ° —III-I I -III' ( ) =1 I I=1 ° l l- =11 1111111111111111111„I I IT '' ' I - �I I -III -I I �I I �I �I I (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. U.N.O. MIN.U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL(�'C� TYPICAL BEARING WALL @ STEPrCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GOc'' E4't 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT I \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ° „° 5/8' x 10 "J BOLT @ 24 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX ROM w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR r¢- w END OF 2" TYP. ,- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 LU D GRADE - N D . �• D ° D °O z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y [GRADE 60 MIN. Fy= 60ksi] =� a a -1 1=1 I I —III a . m I> MONO OR STEMWALL ° ? M — — — I III. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] I—_ — — I I III '[-1 I II I fl D• FOOTING MONO SHOWN FOR CLARITY o D °o D o - O° _ _ -I 6 MIL VAPOR BARRIER i (� I I=1 I I P D ° _ 11=) (=1 I —I __ �r° 1 R 1 7/8 W CO ' I I I II I I� I 1=1 p p � ° o _ — — — I -I I I_I I I -I I I_I I I_I I I -I I I I I I III—� I I=I I� f —. I I III -I i I -III -III N Z #5 REINFORCING BAR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH r I I I IT IT_1 r, T I�' 9 III —III III —III —III III- I _ I I —I i 1=i �- #5 LAP SPLICE (2) #5 CONT. =1 I 1=1 III —III —III —III —III —I I I . 11-111—I - NOTE: _ ° III=1 I-III=III�III-III- N COMP. SOIL. (COMPACTED TO *FOR BEARING WALL I=) I 1=III-III=III=1—I r 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY = — _ —__ ; I I I=1 I I=1 I I=1-1=1 I=1 1=1 1=1 I I-1 11=1 11=1 11=I 1=1 11=1 i ,III D1557) I I I I II It II ICI 1, �1 t 1111i� ILI I- =1 I, I l lII-III-f I-1 I I -III -I 11=1 1=1 1=1 1=1 1=l 1=1 11- 4° 1'-4° III-1 I I -=III II II II II„III ;III=1 I 1-C 1= FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 �r GRADE 00 a • a —Ti— t I —I i f—T I _ _ — _M 'I I _ Ll #5 REBAR w/ OPT. I 1=SC,REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS v N ' It 00 - ill11l1411 I T 17=1 11 •4 = SEE A/S3 OR J/S61 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 SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT ° INTERIOR -3 1/2" d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 —117 BARRIER — — 11 I ;III=1 I -I -III=1 I 1=1 ;IIIIIIIIIIIIIIIIIIIIII; 1I' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.CK SCALE:3/4"=V-0" S3 -11 .— 1—. , , ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" l'-4" 8" 16 REINFORCING BAR #5 STD. 90 HC10K #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . % • x SEE PLAN FOR CONNECTION INFO �r; e TOP OF BEAM & LAYOUT DESIGN a .d—!Jill — 111111 III=III ; ,�; r HTS20 SEE ROOF PLAN FOR STRUCTURAL r c _ — - — v ° v LI-LI IJ_I=,III e00 (2) _ ,;,�, �'E I I BEAM SIZE & CONNECTION INFO N T n -I 1 2x4 #2 SYP P.T. FRAMING w/ =I 1 , II 1 �1 fI I , ,T' -fir '— MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #�) w SCHEDULE Iz ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"xT TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS 002 z GRAD a E FILLED SOLID (SEE PLAN FOR_ _ = = a 4 _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0 -, 1=1 ° ° • 1= •- WWF OR FIBERMESH T `�' z w 1=1 11=1-I I I I=1 I I -III -III w I I I -III ° o w cn -III- z BRICK PAVERS or SLAB PER 00 = =1=1 • • �• —_—_ - z a COMMUNITY SPECS " ° 4 — — 0'-0"FIN. FLR. 1=1 =1I I=I I I=I I I -III =1 1=1 I FOOTINGLU III III=1 I-III-III=1 III-i I I -III_ U 11,;11IIIi11111111�I��II11,,,II-111=1II-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMINGrCD`12� PATIO COLUMN FTG. DETAIL N SCALE: 3/4"= t'-0" SCALE: N.T.S. S3 a M p� z N O 0 z � z o Q J (h d N M N z ° N 0 LL V7 Y U 0 W L E �v) � � o U II �— E E o g ci c If) `` ®Q 4m N N y d d w Z in JNLNO o x �`��v• rE° c� FL o /��✓s��OF`E SSIU��`aod�• v�! "/1111 [ I I I II110\v`�°� 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. ti o M z z M n E . 0 O wo g� �� Q � >ZZm QN Z® @� oa — E O N a< z ao ¢o az �� ra CY C Z wm mM 0 O¢ z >z __ J to co F ova MW z z go a U LL �w o �E az w ~3 �r >_ Mja za 03 �O 0 12 > cM ^L W co N O N .T_ z o N T 1— r ai .i. N M o M j O .. r Z z E N E tt W a FLU J Q J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAIMIN. EXTENSION FROM EVENLY DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" VARIES 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING —(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (npj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT, TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD =__ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN CL EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d a ° °a d ° a 4 ° a ° 8" STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: (DFILL 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. 0 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. SCALE: N.T.S. G S4 SCALE: N.T.S. S(� WIDTH OF OPENING VARIES 4r FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. d 8 ° ° u 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. sFF N�o� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE AGE R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) 1 (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" 0/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP, 00 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIN17SON 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 CARRIERIGIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA, TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S E BEARING WOOD FRAME WALL j SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END W 0 �? a 2x TOP PLATE T `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A,F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. _\ PLATE TO CONCRETE 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-7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ W 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T,S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d ^ SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a r , 2X8 P.T. BOTTOM Pr TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX, (MIN, (2) PER BOTTOM PLATE) q, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835#SPF) HDU2-SDS2.5 w/ (6)1/4" x 2112"SDS (2215#SPF) • HDU4-SDS2.5 w/ (10)1/4" x 2112"SDS (3285#SPF) • HDU5-SDS2.5 wl (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21l2"SDS (5665# SPF) ° o o ° ° o ° _ • 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 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & 9 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 f HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED S TAGGERED TRANSOM FRAMING ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 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-7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ W 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T,S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d ^ SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a r , 2X8 P.T. BOTTOM Pr TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX, (MIN, (2) PER BOTTOM PLATE) q, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835#SPF) HDU2-SDS2.5 w/ (6)1/4" x 2112"SDS (2215#SPF) • HDU4-SDS2.5 w/ (10)1/4" x 2112"SDS (3285#SPF) • HDU5-SDS2.5 wl (14)1/4" x 21/2"SDS (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21l2"SDS (5665# SPF) ° o o ° ° o ° _ • 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 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & 9 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 f HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED S TAGGERED TRANSOM FRAMING ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 i 00 z o a N n U) N (D o N E C', W 0 U �' a O W N c �cn o wrlo (10 � U 00 W � r— m E O 3 �. Z n 0 I m14 N N (ncam �" o W �Q, z w 3 10 Z 0 ao Z N `m 011B�l� Uj U; A,a� 0ii� .- C> ,p• _ 1_ F Ir 4� �A?O�ESSI01 �rZ�'hry1i i f E l i k������. 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 M z¢ w Z M o� c6 E CL 0 �� W o Zo Z® E Co r--' C o E z X O O4 ao w � UU U1 aZ N ITT ¢o z � _Y _ C a, U �o m� o o, z, aw'0 <m om � U N U < <o �E a �K CD Qy F a,7 X0 a 0 co o. ZI¢ o� U ?i c O 0 _ W ■ c N C° O /11 m L.C) Z o Ln r N N r ui T M M j o f6 a 0 °� ¢ p JOB NO : 19-5905 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1i 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 1Od x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 1l�� 10d x 112 AT EA. �� ( ) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP CHORD BLOCKING FOR : @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE 24" O.C. @ OR SHEATHING DETAIL FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 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 @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" O/C. 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 N H2.5A w/ (10) 8d ' SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM L FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ •' BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W! (2)16d TOENAILS 10d NAILS 6" O.C. 1 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/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION(S:� WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S'CJ SCALE: N.T,S. Srj TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ 2 16d NAILS SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN OU TLOOKER DETAIL 2x4 O UTLOOKER @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24 MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 48 BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" 0/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r r r CO N O SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING _ `o 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ ,. 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES co - ;o APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING . EACH JOINT W/ (2) ; zz, AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W! 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT " @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED () () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF (2) 2" x 4" LAMINATIONS W/ (1) ROW 3 2" x 4" LAMINATIONS W! 1 ROW FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 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 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 C IN TOP OF PANEL ) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS = . EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF = NON — LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION r 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 2"x4"y RUNNE ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N,T,S. S5 1 GABLE TRUSS Sul "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I a <G n a n Il 11 Y V 11 n Jlm \ n II d I� Il o 11 d II ° e II as Ile CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 'MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 1 Od x 3" AT Z w Lqj' EACH CONN. @ 24" O/C SIMPSON HGAM 1 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU 0t___ MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/35 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 71 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TNTRUSS 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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I�II�I �i�lli��� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON — LOAD BEARING LOCATIO (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.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS '-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 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: NITS 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 C� ( c i� z N S z � z� 0 v ¢ I co o M Z cn _ n' (Do 1VJ� T, Cn Y w o o Q )O w c E o w. U °' W m R E U o N o N N I v�i N O Z NW gN�Z� U) I— AR a W . �y��� f a w a w ow a v LU 7 ayrn -5A p Ht,a�$��atF ��� e r 11Z Iz` SSE 'Q t «'' * •••.a• F Iv0,.•'43 QROFEssko�`� 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. I= C w M M z o z z J LL Q E O za 20 wz Z N Z® R o -, ❑a 0 O U o� z— O E z Qz a z -R� y- U J 0 Y w m m0 o O LL H Y Z �'0 o o0 g° W U � <o �w �k __ < a0 o d' 2 o� zIa ao o o 3 C O O >co ^L, W . �. (D C=co N < C: L) 0 N O_ a) m Z TO LO LO r = t\ N N r (D T M M N y r\ o z cc z E O a E a U _j Q O JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT P.T.TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" 0.C: APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4" ix4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP,) (T BLOCK@ SPACING �� � DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STD, 90^ -�"' `STD. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCELLSHOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' JOISTBOTTTYPICAL OF ND APPROVAL FOR CONN. x 3-1 /2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — J TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING FURRING NOTc 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"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2xA8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C, 3- /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN, A -A _ 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX �. SOLID W/GROUT •' 2''0" 8" 1 PLY PRE-ENGINEERED TRUSS • 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ' BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS • . 1/2" DRYWALL * SCREWS & (5)114" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ' BRACES ( ) 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 IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ` ! ' • '• ,'�" ' ' � •' • � SCRIBE(NOTCH)POLY-CELL FACE OF ARCH W/ (3)10d NAILS . OVERRAN �' ' •,'• .• t BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL : .; .�' •' ., . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. «''' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4 WOOD ) () %" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)1Old NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ X 0FRy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �F + NGT 1 r-0" 5'-0" SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + OlLf INISH FLO 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 o /4" MAX EMBEDMENIINTOK.) 2'-0" 8" PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° #5 BAR D A : :' o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + + p 10 ° p ° CENTERED W/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r • s EACH TRUSS p ° IN TOP o 7 0P KNOCKOUT / E, CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BT 2 x 8 VERT. W/(2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • ° CONNECTOR " — p MONO FOOTING - � x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT R 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 o 90° HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/z' 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. 4'41) y ' —E]THRU BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" - - INSTALL WDW, SCREW ---------- CREW OSB INTO 2 x 8 O.C. ' ro '' " ' sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS 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 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & O - NAILHTT4 U S & (1) 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" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 _p° EPDXY MIN. 6"EMBEDMENT & o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE M 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 , o 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p o o w a A REINFORCING AS FOLLOWS: PLACE LOWER OF MORTAR IN BED DO NOT SEALANT I= III�II , ' TI- < a j HALF JOINT, FURROW. g T I -I I (- t- 11�11�i1r"- v z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. " 6" MIN. LAP SPLICE W! ° I I I I �I i I I I I I g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL can Lo FILLED CELL SMOOTH. DO NO FURROW. , p :° I I� II DRILL 314"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE I I �I SET BAR IN EPDXY: FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��� 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: 3i4 1`-0 SCALE: 3!4„= 1-0 „ FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0� L) a N O z o z � N M v) z o � � LL C/i y „ s F- D 0 N c E y o ws u m W ME E S� N N z,w UI o o c� o w Z I, w W M M � Z ix LU a Z CVj m k p = 4.� x LLQ a •�•;A •' Z ��' \4 �� '•. F �Qe •`� " 0 p F fl IR 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. ALA W cy, Cl) Q z0 Z za L.L. Q E o w rc w= Z o Q� Co O E x OQ az od W . O U 0C aZ N ru L QO - Y U �o m� K Z z am o< zz go (j it M. a o � w =3 >° CD zl ¢ a OU 5 �O 0 E2 >M nL W . � Nm a. in � W Ln LO ._ z r O � � N N r r ui M M o E E E Q @ _ a0 ET -j ¢ o ° JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB­+j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL (7� 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.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 VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATE SSPFTOP BOTTOM CHORD SEE PLAN FOR TOP OF WALL 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 PLATE BELOW —MIN. 2X4 #2 SYP P.T. PLATE °p W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" T►TENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 31MPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE t0017 PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 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 r22 SCALE: NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju TRUSS iD%F9WATIT1019L (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN FOR CANT. —7116" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a<. 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 Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE KN E EWALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE:NTS EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4112" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS 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. LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION a@ BUMP OUT 39 SCALE: NTS11".j PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS K SECTIONS 0 O c.0 � z N O _ � N z :� z Q 7r' J co � O M N z � Q) ( a T � C o Q •C) — L, � U1 E Lv N = 2 . o --� (� 00 w m �- ME E 0 8 Nis V........ c=� o ® 0 Q 0 �m N N $ o `i Z o M O w a 4ny r`~i °d°Z�' Q . LU .H_c" a, =LL LU o z o�inQ yT8H3 LL to R, E rn 3 W o bgiltil/i// �' •� G�'NS�L6 •� '•• ,- 0. ••'a��, �f '••.......Ora II lilt"' To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c (p Jz W 12 M co4 z o� Z �aN 14 E wz Z® E � _ O N �< o co oa 0 O4 aZ 4 ow L (Q o Z U yO m 0 O Z Cn 3 RW QW o W Q cj 2 § a N W xk a �O ow ti =� a0 o� o� 0 3 = O 0 > co L ._ c N .-. _j O `0 N /I1 m E ~ 00 O Ln z fLO r LO r O = CN N r (D E r- M M 3 N o Z a O C d U _j Q p JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. D 1 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 MEANT TO SHOW GENERAL FLASHING installation 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 ct nnir_i SELF -ADHERED FLASHING HALF ROUND WINDOW r�r�anuv�a rl.r»nnv�a SELF -ADHERED FLASHING DECK JOIST NOT USED WEATHER JE BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING E AM 0 io 4SHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 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 Ea3 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB I 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 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 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) ti DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS C�`L 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 asOin 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING PLASTER STOP J THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. CONTINUOUS BACKER _ - DRAINAGE PLANE WRB ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY I �' BOND BREAK WRB SF LATH I �I Cement Plaster PLASTER STOP over block CONTINUOUS BACKER ROD A 1 st floor & SEALANT A CEMENTITIOUS FINISH SOFFIT/CANTILEVER 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 Li J 0 i� v _o� o o z o Q N - M o u- _ J Cr `1iI LU 0 Q U ® a o-� LU� Ln r~ E �tn� A vM o B C3 0 2 m < m of Im N N o H c9 ti o w Z Z LU c 0w R c, a IILU V ll a a O =N� Z o¢ Z O V C N E - ° d LU N Q M O O U V 0 N M 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M 0 w Z U- c. E ® E wo w 0 z od u 0 H 0.0Q xCU -0 O� 0 o N ¢� o ¢z ww �w ydj. L B =:,y CIO y U � mO OE Z , J Z m a`D 4 W <z In Cn O < zo V a QE =3 S' o z J w¢ �F >O Mill! �r 10a za O r 03 C O co co Q CN' LO rn Z r LO . _ TT o � N r Ltd '� r �L ui M M n o Z z E O N co c4ic 4. U Q p JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. W P N L U) 4_0 U 0� C N Q O O FF //�� CL `v Cn N v cz Cn O Q W March 20, 2018 = � Q L Ca O � > 0 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes Q To Whom It May Concern: -P- Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that . _ v) Q 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 D1781 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 speck 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 20151-Codes. Simpson Strong -Tie is working on re-evaluating Hood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -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 YAb product certification agencies, to update their wood connector evaluation reports, vve 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 6130/2018 when It 11 be re-evaluated by Simpson Strong -Tie. Please visit www.strongt'e.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, LEED AP dv4BDVV Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney,: TX. 75069 Phone: 972.542.0326 Fax 972.542-4139 www,stranate.com E W z �_ O Lr O Q O V! M U m O L LU Q W z z a SHEET NO. PA 1.0 - �'Pill A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H D210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR•2549 H D212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H D216 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU21E3 FL10656.1 ESR•2549 HD28 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR•2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-16 FL7768D.4 Evaluation Report HEfA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FLiIYi56,22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR•2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 HUGT3 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 focal product supplier should you not know the product approval number for any of the applicable listed products. N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 8 2(+2f2M8 Florida Department of Business & Professional Regulation Building Coates and Standards Product Approval Application Detail Fogs 308 12JlW2018 Florida Depaltnlerd of Business & Professional Regulation Building Codes and Standards Product Approval Applcatlon D4rtall Papa i di 5fmte Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllcatlon Detail Page l dl +vm1a Co }e O OQ2,41 VJ O �t -0 0— /r, a6) 0 U) V� �t v♦ = � ' i � r,../ T� O V O O � O LL �a.a ♦ V C) s� n Co D TS E O �^•/, (� }a /vim, 02 C V :~ /7 .i/.1i V }a Cn O Ll /1 gndtvoc Qa)& 21111 Data Pending 2da 7Ypa V,,I- Manutacurer Contact Enalneer&License Valltlaked By Validated Submitted FBC AoomvOl Aooroved stall, Revision 2017 Thera-Tru Corporation Rlck Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 1101112017 12/122017 Approved Category: Ekterior Doors (419)298.1740 PE-43409 (813)767-65M Subcategory: 3vAnging Exedor Door Assemblies dckw(�nWldgeonsusants. Compliance Method: Evaluation Report from a cm Florida Registered Architect or a Licensed Florida Professional Engineer ,,. Auelltv.Assumnea Accrued for Use Aoorovetl for Uae I —act Dealon 11121 Product Mad el. N umb or or N ame Product Deacridlon COMractErniraflan Date In HVHZ Outside HVHZ Resistant Primouto 1 a. Themne-Tru Flber-Clossic and Smooth -Star Nominal 68,d39 8 &quotNon-Impact&quot; Opaque 12/312020 No Yes No WA Con,posfie Edge Fiberglass Single Dow Qnswng/Oulsvkg; X configurdon) 6 f. There-Tru Fber-Classic a n,odh Var Nominal &&M9;0&qu on- mpg ; Opaque 2/312 0 No Yes N0 WA Cade Enfltv or Ll,®(¢ jlg(g Date Pendina J1,gk Tvoe Version Ajenufecturor C-Intat Enalnaer BLi<enne Valldated By Validated Submitted FBCAooroval Aooroved Status; Revision 2017 Thenna•Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 121132D17 lW111017 027132018 Approved Category: F�enor Doors (419)29&1740 PE-43409 (813)767-6555 Subcategory: Swinging Exterior DoorpssemblIes rickwowbdgoonsutiams. Compliance Method: Evaluation Report from a con, Florida Registered Architect or a licensed Florida Professional Engine. O ailtvA aurance Approved forU a AcDro 0d Pon Uwe imoect Design sea! Product Model. Numberor Name Product Dsacdetlan Conteact Ezoirehon Dafe In HVHZ Outdid, HVHZ RRsiellem E(pe� 1 a. Therma-Tru Fiber -Classic and SmaoM-Star Nominal 8MS;8 &quotNon-impact&quot; Opaque 12312021 No Yes No WA Composite Edge Fiberglass Single Door Qnswingladsv"; X conlIgura8on) i@SH E01w N 20 Io Dow, Pending 20 I'm. Contest Enaerra Linroe Ya14iWl av p Revision 2017 Thmms-Im Corporation Rick Wright NaBarelAccreditation & Ryan J. King, P.E. 12202017 OW21IM17 i=2=17 Approved Category: Exterior Doors (410) 2WI740 M rloperent Institute (813) 767-650 Subcategory. Swinging Ederlor DoorAssembibs nclovarvIrldo onsiawnts. Campllnw Method: Codification Mark or Listing +xm Approved for Use hoped Celina �ap,a g In HVHZ gJ�IY-� � 1 a. 8quoW%sslo Cmft&gnot and &quotBenchmsrk by BB and 810 Opaque and Glazed Flerglass Dow wWn 121312021 No Yes No WA Therms-T"cluot and wMwld SMeaes. Irgw4g and WMvring Stall SnIN or go 20 Dab Pending 20 ]yang Va_alan Emswra Linares VaedaEatl ev am% RevHbn 2017 Therma-Tru corporation Rick Wright National Accreditation Ryan J. ling, P.E. 12212D17 =212017 12222017 Approved Ca•9ory: Exterior Doom (419) 2WI740 Management Institute (813) 767-6555 Subcategory; 9akgkg Exterior DowAsew6fla kkwCrwbldgwmubnta Compliance MWwd: Gd&aUon Mark or LWkp corn g, Apaovad fur Use Imm11 lift lipg3 Praduatlbdel. Mumbarar N— In HVHZ ogre 6 e. &quakSnewth stuBquok and &quo%Bwdmmrk by 818 add 810 Opaque and Glazed Fiberglass Doorwith 12131=1 No Yen No WA Themia-TruBqud; ad aitinold swedes. bawkg ant Oubrai g Compos8e Edge Flberglesa Slrgle Ooa Qnsvkn tswi ; X ea16 ura6on 6 f. Therma-Tnu Fiber -Classic and Smooth -Star Nominal SMS;0 &quo1Ncn­Impacl&quot Opaque 12f3l2021 No Yes No NA Composie Edge Fiberglass Single Door onswing/Outswing; X ewgurdon) 9 I. TheraTru Fber-Classic and SmoolMStar Nominal WA39;8&quotNon-Impad&quot Glazed 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Door Qnswing/0utsvNng; X calmgumdon) 9 I. ThermaTru bed -Classic and Smooth -Star Nomina168.#Ci9;8 &quolNon-Impnd&quad Glared 92A312021 No Yea No WA Composite Edge Fiberglass Single Doan (Irewing/Outswl ; X cenfi uratlon 14 n. TheraTru Flber-Classlc and $mooth-Slar Nominal SM9;0 &quoiNon-Impact&quot Glazed 12/312020 No Yes No. N/A Composite Edge Fiberglass Single Door nawin Sol X cons umtion- 14 n. era s - o q p ;. are a Composite Edge Fiberglass Single Door (InavingJOutsvving; X configuration). ; Florida Department of Business & Professional Regulation pet I oil Florida Department of Business & Professional Regulation Pap.1 eff Florida Department of Business & Professional Regulation Pape + Of I Florida Department of Business & Professional Regulation Fags I d 1 Building Codes and Standards +s/m+e Building Codes and Standards 1/6018 Building Codes and Standards 116018 Building Codes and Standards Imlmte Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 22d& Ent* a Cate Do DabPaMum gat 220 Erdw 21111 ftk Data Pwasma Ion Stand! LOtlBLx gam 20 Dab PMCBM 20 A 22da Enter 1114 RW Dole Poralleas 20 M= Version Alawdeglow Imakow IiLbou )IaIWWd.By Validated $dbmdYd F13CApproval AlBrrsmd Sobs I)fm version Manufacture, cmn Lon Valld9WBy Valli Submitted FBCAnomxsi Aaat,,,d IHHm IYm Version VAnUbMW carried Embires,aLicense VaiwmudBy Maud" Submitted MAaaroval Approved Stab. Illm 1larslm 1MOutm4lni 49mact EmzhwK&Ltoaacl vekrtedBv Validated lubmim ffi Approval Aaaoaad Btl&A Revision 2017 MI Wgnd ws and 00" Brent SMnpsr Luis Roberto Loma Steven M. WWI, PE 017 08/13208111/2017 081162017 10/102D17 Approved Revision 2017 MI N04ows and Doom Brents"riger Luis Roberto Lomas Steven M. Urkdh, PE W132017 Mil/2017 0811612017 10n02ai7 Approved Revision 2017 MI ndcam and Doors Vd Brent Stanger Luis Roberto Lomas Steven M. Urich, PE 20 W13/7 08/11/2017 011115=17 10/1102017 Approved Revision 2017 MI Windows and Doors slant Striper Luis Roberto Lomas Steven M. Union, PE 08/132017 08/112017 0811520f7 10/20 1017 Approved Cdolary: Exterior Doom (717) 365-M PE-62514 (717) 31744W Category. Exterior Doom (717) 386-3300 PE-02611 (717) 317-84U Category: ExteriorDoors Category: Exterior Doom 17J 3883300 -8261 (717} 317-H464 Subcategory: Sating Exterior Door Assemblies bednger@mhvd.= Subcategory: Sliding Exterior DcorAssembess baitin"miwd.dom Subcategory: BWdinp Exterior Dow Assemblies beHanperQMrA.own aubCabpory: Sliding Fxbriw DoorAaenbltes bsMfhperamiwd.cem compNants Mahwah Evolution Report from a CompiMn Messed: Evaluation Reportrrom s Compliance Mollhotl: Evauation Report from a Compliance Maahotl: Evaluation Report from a Florida RegMbmtl Architect or a Licensed Florida Florida R•gis+•red Aohaad or a Licensed Florida Florida Registered Arched or a Llansed Florida Florida Regbbred Arched or ■ Licensed Fierce Professional Engineer Professional Erplrrer Professional Engineer Piobssbna Engineer ApdrovociLlicarUse ApproveLfor Use ]a= Dalkon Quaker Assurance AaurofW �lh! Agwoved for Use hl= 20M Aonrmad far Use AQ Use !� !� A Ues blgW 219M 12" Product Modal. Number w Name Product In HVHZ Z tOHIZ l Pmafm $>at Product Ms. odNumber or Nanr P 1n.tDHZ 0101141111 Pmacurs »oat In HVHZ Oubilds lisp Pnanda ;iaa! InlBf}Z WallistDAIZ t' Pun 3 SERIES 42D ALUMINUM SOD REINFORCED SERIES 42D ALUMINUM SOD REINFORCED OXO 121312g1S No Yes No WA 4 SERIES 42D ALUMINUM SGO REINFORCED SERIES 42D ALUMINUM SOD REINFORCED OX, 12/312018 No Yes No WA 1 SERIES 420 ALUMINUM SGD SERIES 420ALUMINLIM SW OXO 12/3112018 No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 42D ALUMINUM SOD OX, XO, XX 121311=18 No Yes No WA 146-3AWogc96&qu4 XO, XX 98&qu'"S08quot 145-314&quot7r80&gwt NON-RFJNFORCEO 881lgrrog50116cluot NON -REINFORCED Florida Department of Business & Professional Regulation Ppe 1 oP 1 Florida Department of Business & Professional Regulation Papa 1 d i Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Pala t a 1 Building Codes and Standards immia Building Codes and Standards + 6aote Building Codes and Standards 15=16 Building Codes and Standards +snots Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLIMSVO. 8 a+tS=. FL11:1C1429 Ran � �• Paredlna gate � Entity w Rik Data now pmdbw _Data ggQp• grim or 21M go Date Pandloa ga � Enter be J� 20 Dab Pending � I1Im YE" lYml�llrsC Contact EDoBnr3l a Valldated IM Validated! $ubmtlmt FIB Approved AIM 7Lrm Vamlaa Mmuf c&" Cotod EDalaaertucadsey.IktebdBy ValitlWd lubmt 1 M2Amimlal Aaprovffi awn Lm veQl4II mgmdmwL Combat Ebwasera ussm Validated By MBIldabd Submitted PWA.Dmnt Approved mma 110 Version Man11L44tmr contact ValltrtedBv Validated $abmllid FBQAa9wsi Apllravffi $1lmm Revision 2017 Clopay Building Produw Company Mark W asterfled Intertek Testing Services NA, Gary Plusher 112MI7 08/10=17 12MS=17 Approved Review 2017 Cloley Bu ding Products Company Mark Westerfield Intedak Testing Services NA, Gary Flashier 1121112017 08fIWMI7 12106/t017 Approved RevHkn W17 MI Wndowa and Doom Brent Stanger Luis Roberto Loma Steven M. Urkh, PE 08/13/2017 WJ I/ 017 08/16=17 10/102017 Approved Revision 2017 POT Industries Dean Ruark Miami -Dade 13COO - CER MIaM-0ade SCCG - VAL 12/20=17 1128017 112=017 Approved Category: Exterior Doom (513) 770.6= Inc. (513) 519.65M Category: Exterior Doom (513) 77"002 Inc. (513) 51943300 Category: Exterior Doom (717) 369-3300 PE-82514 (717) 3178454 Cabpory: Exterior Doors (941) 48&M00 (788) 316-2590 — aubCafsgory: Sections) Exterior Asaenibilea Comphnss MWrod: Ctrtl6eadon Mark w Le dng nneesteflteld®doPaY.camSOCZbWW Complionee Method: del r85u8on Mark or Usting r taffleMNiQdoPaY.cwri CompiNroe ll " : Evaluation ReportNoma � � . Subcategory: Spdmg FxbnorpoorAsaembties CwnpRrife NMhod: CertlBcetion Mark orLtrthpFlorida dnmrl�pptin0usbbs.eom FILMUM Registered Professional EnglnyrArtlated or a Lk~ Pieria FIA11439 Product Gambia Assurance Amrarrai.for Aapncereclibrthie billow Cnlag QualitLAssurs s Approved for Use Aparoved.for lmPacS DOW F i AstorowlectforUse Aadamml.t9LUse lmm41 aft Iildt 37 Product Model. Number w Noma 037 YVS-09 PAN-2F161: 84A, 04. 73, 76,1500,190, 76, 76V, 4RST, 4RSF, SRSr, SRSF, 2RST, 48, 42, 55, 46B, 428, 55S, GDSS, GD59V, OR5$, GRBSV, AR56, AR6SV, Product Dowdultion Climbed OWradw Dade Steel Pan (inn. 25 go.) Snge-Car (up to SW wide) 0521=8 WINDC.ODE&e174; W5 Garage Dow In HV"Z Outside No HZ ga Yes No PmuBrs +30 PSIF-32 PSF $act 63 Pradect Model. Hurnber car Nam 053 WS-16 PAN-217163: 54A, 94, 73, 75,15W, 190. 4RS7, 4RBF, 6RST, SRSF, 48, 42, 66, 4W 428, 553, GD5S, GD59V, GRSS, GR5SV, ARSS, AR58V, EDSS, ED6SV Product0owdAkm Contrast Excirstion DAD Shoal Pan (min. 25 ga.) DoubleCor (921to lev 061212028 wide) WV NDCODE&R174; Wa Garage Door ID..HV12 Owdollike No HVHZ Resistant Yes No Prsaum .30 PSF/-30 PSF $Salt 5 Product Mode. Number or Name SERIES 420 ALUMINUM SOD REINFORCED 99,BLAINMM Product Dradotion Contract Eadntlon Due SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312018 Approved for UseA—, in MVI¢ Outside No d for Use IM22d HVHZ Regulated Yes No AfthE PNMgg, WA 42" 10 Prodead Model. slurnbw w Harris SOD3570 (Large Mmaile Impact) P Vinyl Sliding Giase Dow 04 M021 In KVHz Ds m, HVIIL Yes Yes Resistant Yes Pressure WA EDSS, ED&SV 143&quotxMMgM; O Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & ProfessionalRegulation p.t d 1 Building Codes and Standards 12r1a2D1a Florida Department of Business &Professional Regulation Palp t of t Florida Department of Business &Professional Regulation Page +d t g� Building Codes and Standards +1=+a Product Approval Application Detail Building Codes and Standards Vfifm+9 Building Codes and Standards Immix Product Approval Application Detail Product Approval Application Detail Product Approval Application Dstallco Cade. SY84; Version Manufacturer EntlN ar QoMnd Enalneer&License Validated By lidat omit validated Submitted Date P,n 1 p�,q FBCAooroval Aooroved Smfua FLIM15274V PLl11,327� MW Revision Rom Version l 2017 CURRIES DhftW ofAAW, Inc Entity or 2909 Eftak ,a,LIma" Validated By Dedic Dave UL LLC Ted Borman, PE Io 20 Validated $lbm0till I IGQ 017 102&2017 D!P!m@9a Io FOCAooaya! Appffiad 12/05=7 $!lam Approved Revision 2017 MIWUndevsand Doors Category:Wrnduws subcategory: Single Hung Brent Shins. An,ed—Archlledurai Steven M.Udch,PE (717)36&33M MarubdurersAssociation (717)317-8454 bs&iinger(Mmiavd.com 12292017 12N32017 011082018 Approved SAda 101 M!mffi Revision 2017 Main Clopsy BUR" Products Company Enteral cotwt EieaemraLkemevalidated By Mark YVNWr%M Imertek Testing SMIOU NA, Gary PkehW go 21M Maldod Sub 112M017 Wl0/W17 11111111 pardym 201 pEgApprgyy Approved 12105=17 $Wm Approved 290 ba Version Revision 2017 awwwwwwor Choosy auedkg Products Company Er*W Correct Enokua&License Validated By Maw Walker" Intertek Teams Services NA, Gary Phuhter 21M no DOMPensim Maw $I Wad FOCAaaArolsi 112ar1017 DB/10/2017 go Ahmro"d 12/0VW17 Approved � — Category: Exterior Doom (641)40448" (305)868-4707 Compliance. Method: Certncdlon Mark or Ustmg Category. Exterior Doom (513)7708082 Ina (513)519-SW Cooper: Exterior Doom (613)770082 Inc. (513)5194M — Subcategory: Exterior Door Components CwnplWoa Nelhotl: Codification Mark or Liking dwe.dedlcZaseeabloy.ce in - SubCdogey: Sectional Exterior Door Assemblies Compliance M.bod: Gftlfl(etlon MomwLhtlng mwatemaNedopsy.com 1100abpory: Sectioasl Exterior Door Assemblies Compliance Meted: codification Mark or Listing mwamdbUtolopay.com PIi116a7ATPmduote See• gyd did tied. ..b.—Nam. OUNINA sun ee Product Dascdction Contract E%nlratlon beds A Droved for Us Approved In HVHZ Outside Por Uee Imoact HVHZ Resistant Design Pre.suro FL#IW94a Products P1.111527945 Prodigal, $act ounky Product Dosokdm 290katemsmagan& ApprovM for Use Approved In HyNZ Dumas, nor Use wapea .HVHZ I1aaWi Qfalm Pressure $act m GUNWAnugmo product powdomon Combat Expiration Dab Aooroved for Use Avannod In HVHZ Ouiholdwe.IDa1Z for Use bnmd assistant Damon P—m At" Pnedrrct Mode. xwmer w NameProduct Quality Assassin ee ostentation Contrast Expiration Dab Approved for lbs Aaa1.4M licar Ufa In HVHZ 0,11,11de, HVHZ Impact Riamm posted, PJlaMlm 2 185 SH 52x84 FImFlonge Freme 13MG Single Hung 10/08A2018 No Yes No +6oA60 1 607,707, 727,747. and 847 Single and Pais of Dowse Flush, Glazed, and Louvered single and pairs of 12/312026 Yes Yes Yes WA ac DS5 VA49 PAN-2F163: 73, 75, 84A, 84, 42,48, 42B, 488, Sad Pan (min 25 ga.) Slhgkscw(up to Fir wick) 06212028 No Yes No -38 PSF"2 102 102 VW&18 PAN-2F153: 73,75,84A, 94,42,48,420,4813, Steel Pan (min. 25 ga.) Oaubi&Car(97 to 167 a5212on No Yes No +37 PSF/41 hollow mead doom. 4RST, BRST, GD63, ORES, ARSS, ED6S WINDCODE0174; %Gorge Dow PSF 4RST. SRST, GD5S, GRSS, ARSE, EDSS wide) W NDCODEW 74: WB Garage Dow PSF O Florida Department of t3USiness & ilrOfeSsionaiRegulation Page.1of 1 (m D Florida Department of Business &Professional Regulation Building Codes and Standards Poplar IiVale Florida Dapefirrent Of Business &Professional Regulation Building Codes and Standards Iv.pe+w t + +e Florida Department Of Business &Professional Regulation Building Codes and Standards pow di 1/5018 Building Codes and Standards Product Approval Application Detail 12112/2018 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Version Manufacturer Ewlty or Contact Enolneer&License Validated By 1?317. .4312 DutF,ndlna Velitlated Submitted FBCAooroval Qat1 Ao-roved Statue PI.04331494% FLM34ten ^'-' I 11M 2211111 Version ManwkcWrw Entity of Sfmtlact En,kM . VNMabd By gam � VolttWW Submitted title For Sim 22h FIND AmrsYu Approvffi $loam .let lyga Marslgg IvmmdwAumr Enter er carded Endraar&Lkarms Validated By gate gad Valkated Submitted DM Pehdinn gsia FW-Alm19Yffi AQmmffd $labor Se4d! Pam Version ! Enter or Climbed Engtreor&Ldcaaa VNMded By 20 20 Validated sub gam FBCADDMWW Approved AND& Revision 2017 MI Windows and Doom Category: Wl4ndows Brent Shcinger American Architectural Steven M. Udth, PE (7M365-3300 Manufacturers Associallm (717)317-8454 OI212018 01/032018 01222018 Approved RWWW 2017 MI WMndows and Doom Category: Whitlows Subcategory: Plead Coap1MreeaMbod Confiscation Mark or Lisan Brent SMnger Amedcan Afdnsicluml Seven M. Urinh. PE (717) 3%-33N Mimulb b tam Association (717) 317.8454 boklnpCmlwd.cem 121312017 121314017 01AW12018 Approved Revision 2017 PGT Industries Category: W ridom DubCateggry: Fixed ComptianaaaCertification Mark orLap Dean Ruafk MIam4Dade BCCO-CER Mlsn*Dada BCCO-VAL (941) 480-0100 (786) 315-2590 druarkQpggnduakks.co n 12/20/2017 12MS2017 12252017 Approved Revbkn 2017 PGT bdables catieceir. Windows SubCatgory: Single Hung Compliance Method: Codification Mark or Lhmg Dean Ruark MlamHDsde SCCO-CER Miami -Dade BCCO-VAL d 41wdr�pptlndabbs.can (786) 31S259g 122012D17 12/082017 12282017 Approved Subcategory: Horizontal Slider compliance Method: G 15cMlon Or Listing 9 iN-RtPduo bsNiinger@mhW.com - — O FLA241420 Products Products, See# Pradud Model. Number or Name D Wlty Aasure Prod—ribill CaMmct Ezolydian Oats A -roved for Use Aoorovedfor Uae Ig-HyHz Outside HVHZ Impact ,Resistant Deal- Pressure alai! Approved for lea InChi blmld SeLbbft Qglpg Pmaacrs $oat Approved for Approved IaHIHZ Outside for Use Ilfm� HVHZ R..kbad gaaimF=31-RINI Freestone tact Prot etMedel. Nrmaer w Noma Pry Contrast, Expiration Dab Approvw fir Ala Aoprovw 1. HVHZ. gddsidlHlH¢ for 841 Resistant gaa0 PmaMm 1 HSISS Fin and Flange Freme 73x62 Insulated Glass 02J762019 No Yes No +55f-56 c 1 195 PW 73 x 72Insulabd Glen 04R*W8 No Yes No +60/-80 9 PW-020 (Large Mmage Impact) Vinyl Faced Wind— 041302020 Yes Yes Yes WA 7 SH-55DO (Large Missile Imped) Vinyl Single Hung Window 0713OP1g20 Yes Yes Yes N/A C O V 0- Florida Departmertt of Business & Professional Regulation pep.+ d+ Florida Department of Business & Professional Regulation Pep. + d, Florida Departrient of Business & Professional Regulation PAP 1 of Florida Department of Business & Professional Regulation Pape, d+ �Cne{� L V Building Codes and Standards lr"18 Building Codes and Standards +a2o1e Building Codes and Standards irlwo Building Codes and Standards 115=18 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ij PLC FUr153IIII14113• FL1281A+1 je ¢Zg¢ 22111 Knew or gals 211a Date leeudino Stall Frew or C:ta no gsiaErsaBoa 211 Soda BrOW or Ctl1 Cast DdePlotlm 20 21111 E.Ih or l& 210a JData Parecileas 211a, mm1 Reunion version lNmfacturer r 2017 Thea-Tru Corporation 0ategory: Ededw Doom Contest Eooh99L&Li a Valklow a, P.E. Ryan J. l, P.E. Rik Wright Lyndon F. Schmld6 ads (419) 2WI740 PE43409 (813) 7078555 Validated Submitted 10/182017 10118=17 MCAmmYr Approved 10ft212017 12/12/Y017 All" Approved BM Mention Revision 2017 Minutachuar MI Windows and Doas category: Windows corded EDaNax$License, VNktebdBy Boom Sitting., Lds R Lomas, PE Steven M. Urkh, PE (717) 385-UM PE-=14 (717) 317.8464 yard Saturated 10232017 lomewiT F&CAmtoyM AabE9sed 101182017 W122017 $dohs Approved M= Version Revision 2C17 Manufacturer PGT Industries sub WInMulli Carried EmIBacL4Liberals VaHdabdav e 9000 - CER Mb 44)WO SCOVAL Dean Ruark MWd-DadO- (guar 488-0100 (788) 318.2590 validated Submitted 121(15=17 11/157 201 PWAm>snal AawwW 10H 2M97 AMA Approved mm VM Revision 2017 Manufacturer Janes Hardie Building Products, kx:. r7,mgoril: Panel Wens contod Emiftear &LI— Va1M.bd& Pkigheg Zhu Ronald I.Ogaws John Sadhad, P.E. ( 949.2927 - 121 (352) 36T-2528 validated Submitted FWAllorceral 01111a il, 0811I 017 0828/2017 APdamad 10/102017 $miss. Approved � Q &ACttaponyr Swbgtrp EKWW Door Assemblies BubCatagorY: Mullions bstilln InirM.wm BuhCatapory: Mullions ateg drunk®pgtlMce9ia.wm SubCatepay: 9dkp pOgNenp.zhuClertiesher Compliment Method: Evaluation Report tom a Florida Registered Architect or a Llcsnssd Florida Dom Complimce Mae.,& Evaluation Report from a Florida Registered Architect or a Licensed Fkxlde Canpilena Mdhod: CsrtlSceUon Mark or Liking Compgbnoo -1 ' ; Evakmtbn Reportfrom a Florida Registered Afda rdd or a UcaaFlorida ed die corn z Professional Engineer Professional Engineer F ndial1 Prodieete Prolesslone Engineer Q tea! bar w Nam QLMW Anumme Product Domed Aoaroved be the Apnrnxel I.HV oultilifttl1Hli For Use bgmd t>mdsiem Comm Premiums, FLa13192.PAPradneh J $pit Praduol Model. Walter or Name QuW*Amurs Product Dissertation Contract EX01mmm Deb Aaarmmd.for .Use Approved ID-KvHZ OLft for Use Idlmact oKom !� P[�llm Mat Product Model. orN•r^• Assurance P�.L Aaars11d for Use Aparand In for Use IDI� ! 1 MUllioa for Daum and Wedoxe Aluminum Muaae 09282021 Yaa Yes Yes WA AEI Product Mode. Nuiriberwwma j,Qacg l cormaagEmmikes,Gaza Aa�Y8d.1brUso Aswsvadforleabalea Ip-HVHZ OuukLHVHZ Resistant _ P,ro"N 1 a. &qud;FaerCNnk:aquol;, &quotSmootlh6hr8quot, 6&i3;8 B 0qu atimped8quoq Glazed Fiberglass121311 No Yam Yes WA 2 5764 Vertical Aluminum Mullion 12/31/2018 No Yes Yes WA 1 Complaint, LOP Sating itir-am sem lap sidling202 12/310 Yes Yes WA WA g-,hCMft SHEET N. &quOtCtessicCIEW110t w &quotClsaicCrat Single Dow- QQ [hewing or Ouhwlrg Configuration Rwtic&quot PA 1.1 +-A (U Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pate i a+ 115281s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pats i a i + sraaie Florida Departrn®nt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga 1 a i r✓Je+a Florida Deparlri rent of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pape i a 1 v2ol se U) (U O Vim/ (•) to /rL L W O � � /�� � •TZ'1 � _W iil � v/ � � � � O O O li � ^ O a O r a L� (� O CU O •� E ^' tIJ .E /��� 0 �� U) /'� � }a (� > 0 0 �i Igl121t�S RM Enft or lab. !ate !ate IIIa! Version Hapi� � 1:m1�4Lkiea Vdidmbd By Yam Sri FOCAnimal l Atprsltd AU M Review 2017 James Mardis Building Products, Ina piMelleng Zhu Ronald I. opera John Southard, P.E. 0575r1017 0810912017 OBW=17 1/11102017 Approved Category: Panel Wells (91340-2927 PE-24121 (352) 307-2526 Subcategory: Skill pi g0mgsh.0o mhw Compliance Method: EnWbbn Report Nana db.oan Florida Rapbtsred Architect or a licensed Florida Professional Engineer FL4H31024U Products SbaYbLAeeuml. A A�td tpr Use Jloeld flogs Produed, Model. Number or Ham Product Description central ExnWaftn DNW InWell HVHZ chum Panel 2 Hmr*Pwnk Lap Siding lbareement lop sktn20 g 12/3120 Yes Yes WA WA release— ----- s=Scala EollcLa �E !� J Ibk mm Yamim 1LOY� contact Emineec&.L,berbe VANdabd By Yeealbd Sghmttbd Fllsi�ul AeStxd 1HIteM Revlslon 2017 MI 1MndPws and Doom Brent Sekger Lob R Lomas, PE Stevan M. Urtch, PE 10i,23/2017 10/16=17 10,28/2017 12/122017 Approved Category: WhWa ss (717) 3653300 PE-62514 (717) 317-6454 Subcomm: Muaaa btarngat®mNJd.com Compliance Method: Evaluation Report from a Florida RepieMred Ardcted or a Licensed Florida Professional Engineer FUM53534U Products 91MdeLesursoae and for Use eMa.cdfor Use ti®ggt snares Product Descillation Contract EbulntonDaw In OutsidetdYbi 3gbhm Pm"= 2 6764 Vertical Aluminum Marron 1213112018 No Yet Yee WA FLi=14H1 99di EofALst calk !tea 1�Pm m CIE IYpa Valli Men i RUnhai Eric &Lhom Validated By Validated Submitted FEB.Aetmtl Aersxd AMR Revision 2017 POT mdustr es Dean Rued MtemFDads BCCO -CER MUm4Detle SCCO - VAL 12A)82017 11/152017 12109=17 Approval sbcalia : Mum" d lr *64O r4-W lea.Com (788) 375-2590 ComplWlas Motnod: Certification Made or Llstng F/a2H4H1 Products Qualifier Assurstrans Approved for Use Apprwed Mitsa Mmeat laden a29a Product Modal. Number or Nun In HVHZ s ) P—m 1 Muttons for Ace Does aid Windows Aluminum, Mulkm OS25=l Yes Yes Yea WA "3W24W `2� show.at 20 a��ow�akNa.A 1)2OW Pending 20 IYat vmion m! Sntffipr EnoMw&tloe Validated By Validated anmmmv. F13C Approval Approved Silva Review 2017 James Hardie Building Products, lm. Pingsh-0 Zhu Ronald 1. Ogswa John Southard, P.E. 081251 17 080912017 Wall 10/10=17 Approved DefegSrY: Panel Web (909) 349-2927 PE-24121 (352) 367-2528 Evaluation Report from a dla.carb Florida Regftmd Archbd or a Licensed Florida BubC&Ngwp. Siding �� r Can Pro/ea.bnal Engineer Fl3161924M Preduatts gnalecAunttfiora ee iwdmuJae A JIg Imp ➢alas ito Product Mod*LNullaraNama Product D000figbm Contract oscillation DWA In Queads RosisbA Pressure 1 Camplank Lap Siding f 6r cwmr4 lop aiding 1213112020 Yes Yes WA WA Florida Department of Business & Professional Regulation Pap i or l Florida Department of Business & Professional Regulation Peri a 1 Florida Department of Business & Professional Regulation Pats i a 1 Florida DepartRent of Business & Professional Regulation Pats Building Codes and Standards I115=18 Building Codes and Standards 115=18 Building Codes and Standards 1/5rm+8 Building Codes and Standards 1I5018 Product Approval Application Detail Product Approval Application Detail Product Approval Applicatiwr DOW Product Approval Application Detail 291111 znft Bch !ate Doe Persians Dig H #i$272 na 926 Enft or Dow gate Deb Postal rah Fl#1527M 226 Enft or Jab Dig Dm Perudm Rah FU11011 4R20 290 anteater 2012 20k Dm Pending lam Its version Hatfildifigififil EminwA UB Validated By YWWIM $Ittaemgd FIC Amrmul AersYd i ma Zama V W- Mimikohm Sim En l— A LJram VatddW B, V BdoWd 814mkVad iBC A-1 Aoo@nd lima mn version l r Jim Erdd a a Lic m Vakd bd Sv Validated Sddamttbd FW AlamxY Approvd AN" mm YMal Ems Ydldmd By Yams dd St6mMd IFIC AmmM Approved IWa Review 2017 James Haitlte Building Products, Inc. Pingedgeng Zhu Ronald 1. Ogakve John Southard, P.E. OB25J2g17 090 =17 06021 017 10/102017 Approval Revision 2017 Aside Nick Thdmpeon Lyndon F. Scll P.E. Ryan J. Keg, RE 10/04r2017 10632017 10f112017 12/122017 Approved Review Z017 Ablde Nick Thompson Lyndon F. Sdanki P.E. Ryan J. Kip, P.E. 10/04/2017 1010312017 10M 12017 12/12/2017 Approved Ravlsial 2017 OAF Michael Stlah Robert NWnkwn John W. Krmevlch, PE 0027,20117 0820=17 o8282017 121122017 Approved Category: Panel Web (909) 340.2927 Pill (35'1) 8874628 Category: Paml Wake (330) 822-2389 PE•43409 (813) 787-0655 Category: Panel Web (330) 922-2389 PE43909 (813) 7878585 category: Roofing (800) 766•3411 PE-69186 (964) 772$224 SubCahgery: Siding ping"ngahuConahw Bobcats"! Soft nUbarpsonmMide.eam BubCalegory: Sofia rithompsontituallide.opin 8ubcabaory; Paphefi Shlnples metlabillifigatcom CompHa Meted: Evaluation Report from a Florida Registered Architect or a lJanssil Florida dk.00m Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida Canpfsss* Method: Evaluation Report teem a Florida RagbtKed AmhNed or a Licensed Florida Oomplkew Method: Ewloation Report from e Florida Registered ArUrNect or a Lloeresd Florida Prof sebn l Engineer Pmkasbnal Ergiaer Professional Engineer Pmks bnal Engineer 11013122AIPmpr.h QLNdW Any Approved for ties Approved.tlorlb! Imma gallant d3t Un4t2 LAssuremN Approved .h[Use ADDrmod forUse lmgl9t Desig0 FL#ls2n4t2 Productsf!d!Plt�P >CAdpmrfr8 AemYdislla Approved orris. lmaaJ Rpeha 941"LAlaM6lY3 Amroyed for Uas Spg�r for ImQl9f taMd S49.a Product Model. NnnberoL Product Method Contract Expiration Ddo 1a,af OuuNe NVP¢ Pressgrs Ing Product Model. Number or Nuns Product Onad Contact Ebmkallon Deb In Hi octal NVI Rnbtmi Prelim ProductModaL Numbers Name PM#AtOt DOOMbOM Contract Fsolwtlon Doe In OUM& pWWWM Pressure Sffie. Product Moil. Number or Now Product Dse ARVAM contract ganlwtlon Doe hill oumm RHNAW F2ltlY@ 2 Hami.Plank Lop Siding fiber-ca ant lap Wing 12/312020 Yea Yes WA WA 1 a. &gbot;2711i'lkguac Soft Vent or Solid Vinyl Soft 12rJ12020 No Yee No WA 2 b. &quot AlWm T4&I Soffit Vent a Sol Vinyl Soft 12134=0 No Yes No WA 1 GAP AWAVA RoaShbpba Fiberglass reinforced 34ab, lemltabd, 54sb and tol2omota hiphidge sepha8 shkglss No Yes - WA WA Florida Department of Business & Professional Regulation Page, a+ Florida Department of Business & Professional Regulation Pate+ a+ Florida Department of Business & Professional Regulation Pate 1 a, Florida Department of Business & Professional Regulation Page 1 a 1 Budding Codes and Standards immis Building Codes and Standards 1/mis Building Codes and Standards + ymte Building Codes and Standards 115=18 Product Approval Application Ddall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sea. snake or Bete Jab Deb P Am lab FLNesill raft Enft 31 Bch go raw Pandlm iota PLti69f$4U 99121111 order or fate ➢ate om Pauatlm .lab D,ltait.R2 290 EndW or fate lab Dim paadm tam mm Y9mton mmukcw Contact EOUMM&.Lbaa VatidewdBy y,,kddM Submtltad FBCAmroval A Do& MUM Vent" WBIaaYnm Contact Engineer&.6baa Validated By VNdited Stbotttbd FBCAarmml AlMrsntd iltda MUM, VKSI Menulaalrsr .Combad Enakww&.LWa Validated By Validated Submitted FEC-AggmlCb Approved mgm Iva! version MlianufwbmL 9god fminm3.Lk M VatldatedBy Validated Submbed FBC Approval Approved Ian Revision 2017 TAMKO Building Produce, Inc. Category: Roofing Karl Eden Zachary R. Priest Locke Bowden (417) 624-aw PE-74021 (334) 3004800 1 OM92017 100&2017 10120r1017 12M22017 Approved Revision 2017 L.V. Thompson, Inc. dba Thompson Arohbctunl Metals Company (TAMCO) Tony Christman Zachary R. Prbat Locke Bowda (813) 2A8-346t1 PE-74021 (334) 300-1800 101102017 1011W2017 IOM712017 12/122017 Approved Revision 2017 L.V. Thompson, Inc. dba Thompson Ardctecb fW Metals Company (TAMCO) Tony Christman Zachary R Passel Locke Bowden (813) Z483466 PE-74021 (334) 300-18DO 10M0/P017 101102017 10/172017 121122017 Approved Revision 2017 L.V. Thompson, kw dba Thompson Arddbdural Metals Company (7AMC0) Terry Ch latmen Zachary R. Pdsel Locke Bowden (813) 2483458 PE-74021 (334) 3WISOO 10/1 W2017 101 17 10/172017 12M22017 Approved — Su bCawgery: UndedaymSMe Compilans* Method; evakwtbn Report from a Florida ReglWmd Arddt d or a Licensed Florida Professional Evil kxrj_edanlawmko.on n Category: Roofing BOOM. cry: Roofing Accessories that are an wbgml Pad ofthe Roofing System Comp amm Method: Evaluation Report from ■ Florida Registered Arddbct or a Licensed Florida torry®ganetakooMg.can Category: Roofing Subcategory: Rooft Aoonsawa that are an Integral Part of it* Roaft System OmVkmce elected: Evaluation Report from a Florida Registered Amcdect or a Lk erred Florida 1onY®9omehlrodri m Category: RooSn9 Subcategory: Ronb9 Accessories the are an bkegral Part of the Roofing System Compliance Method: Evaluation Report from a Florida RepbwW Architect a a Licensed Florida wnya9matakoo mg.00m PLA422294tg Products PmbasbnW Engineer Pmfssabnel Engineer Photessbnel Engkasr Ot db A-u,— Aggrieved Amrawed for Uss lowest gfintao F 129 A 8 Product Mold. Number or Name No. 15 UL Product DUOMM Contract fulmination DM Asphalt sMreted organic tslt 01/072019 In Hill ommo Yes NVFQ PMWU xi Yes WA Pressure WA Sa.a Prodratlaadel.xr.nbarorxarm Quefflat Assurance Product D,,Oddw Appointed! III Lbo AlMaroved In 9lltafde.HvHz for Use ligaii nothbrs lalma P1wure $ace Product Model. Number or Name Guasb Aseurms* P doer Contract Exchatbn DAM Approved -tom Approved for the InHVHIZ 4taddb.HVM hnpmd BBaaaB DOMM PJ m an* JieI4LAeYnaa Approved for ewe Anoroved for late lnHVHZ Outside D121i Ingalls now" Nolan P— (D I TAMCO Flat Top OMidge Vet with SW O for Test 28 ga. $taw root weasel with bwo 09N92026 Yes Yes WA WA 2 TAMC.O Gooseneck Vent 26 gs. oseame No Yes WA +W-bias 3 TAMCO OB-Rklpe Roof Vent with Baste 25 ga- stye roe wnfator with Integral baste oviogrim Yes Yes WA WA O Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Pre.+ a t Florida Departrllent of Business &Professional Regulation pop a 1 Building Codes and Standards 1m201g Florida Department Of Business &Professional Regulation t'oP i a 1 Building Codes and Standards 1150to Bidding Codes and Standards 1=18 Product Approval Application Detail Building Codes and Standards IMM18 Product Approval Application Dotall Product Approval Application Detail Product Approval Application Detail FM Coda or Dale 1�a Dale pendlne Code d l lYlZ. Manufacturer Contact Entityoar811arrse VWItlWal By Validated Submitted Fat Approval Approved Stew.J 29.Q! Lu Yamlar Revision 2017 ml L.V. Thompson, Ina dba Thompson Architectural Metals Company, (TAMCC) Categary: Roofing SubCalsoci Rooftop Accessories that are on kmgnl Pad oftle Rooft System Er fty or BdmtaE Engineer ALk ! Validated By Tony Christmas Zachary R. Print Locke Bowden (813) 246.34M PE-74021 (334) 300-1800 wrhY®gometskoofine•cem 21M gat VaNdrAod ItemlYd 10110=17 10/1W017 taw paw)m lab EBSAwrovel Attgasyd 10/172017 12/122017 AMR Approved Bad! MUM version Ravlsbn 2017 AhnufaaW Florida Metes Products Inc. Cmgory: Roofing SubCabgory: Rooftop Accessories that ate an Integral Part ofthe Roofing System Compliance Mehod: Ewlustlon Report from a Figi Jed Validated By Clad Jorss James L. Bucker, P.E.® Michael John Romer, (904) 783$400 CSUCK Enpbeadrg P.E. elarkmRB enlace rl PE31242 (581) 414-7557 21k lab MdAW lmbmbld 100252017 1am=17 Deli Pwom lab. FBC Ansel Age 101 17 12/121 17 AMR Approved Revision 2017 Lomenco, lnc Category: Roofing Subcategory: Roofing Accessories that are m integral Part of the Roofing System Compliance Method: Evaluation Report from a Florid. Registered Architect or a Licensed Florida Professional Engineer And eve Carter James L. Buckner, PE. Steven M. Urich, PE (501)ga26511 PE31242 (717)317-8454 aader@lomancp.cpm 04/09M18 12/18/2017 04/152018 06/12/2018 Approved !aft lYOt Yml9B RGVWM 2017 mlerslmra6lmi Bowl Rooting I Mon kd.NNb adigorr: Roofing SubCetsgall Roofing The Compilers* Method: Evaluation Report from a Product Evaluation Entity Enft w contact VWidMdBy Thomas Jammed IAPMO Uniform EvWnton Gary W. Walker is" 289.2286 Services LLC. (205) 861-0180 Ummma.Jensrptbmb ..Loo m lip$ Mate DRO Persons YgN&W Submitted PHBdemxM 10/1a2017 10/D8.2017 Bch Approved 10212017 mum Approved e _ — Continues* method: Evaluation Report from a Florida Registered Archbald or s Licensed Florida Professional Engineer Florida Registered Amasses or a Llaenaed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Dal FLNIB49R11 Products Ancrinted for Use Maw )W son 0 Product Model. Number or Name Pr due Necrotic Contract Emlratlm Date M µVHZ Outside HVHZ Resistant Pressure PmductModeL HumberarMms Igo outside RGOWNN Postal Oudb Assurance Aooroved for Use Anchored for Use hnpw gala¢ Aga Product Model. Number orM dLMW Assurance Apptradfor Sers Aoprmtd/prSaa. in Win dabble !mast Hi H9bbpt design Pit um i Deck-AIrTM DA-4 Low Profile, PWyproDYlene.PlestlC, Roa Vent 07/102021 MechanlalyAttached to. Plywood Deck. No Yes No +97,5/-87.5 27 Vow all Medium Profs • Denver 10,0412018 No Yes WA WA Sala Product Model. Number or Norm Product Duadatim Cordr&ct oscillation DAD InHVHZ Outside R"ilni Pressure 3 3- FLAMCO 5quotRV 10 Ridge Varru o0 Aluminum Ridge Vents for pitched (meta fell Ion 12/312020 No Yes No NIA 4 TAMCO Round Top Off-Rilpe Vent with Bate for The 28 ga. swtb roof ventilator with basis 01100611 Yes Yes WA WA from 0.025' Aluminum O Florida Department of Business & Professional Regulation Bidding Codes and Standards Pate+ a l 115mis Florida Department of Business & Professional Regulation Budding Codes and Standards Pegs l a l +Id20is Florida DepaAmeM of Business & Professional Regulation Building Codes and Standards Pap 1 of 1 IWAIS Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 a 1 +9rL01a nW' W Product Approval Application Detail Product Approval Application Detail Product Approval Application Dotal[ Product Approval Application Detail ry ICU > Ftffr"9.4tlt rsatk Emihlp[ gbe Jab 1abPB>91Lm glass.SdEk mm varsan tamdelam Contact AnalitaffAURsaiss Validated By Validated Sltimia9 EW46 2mig Aersyd AM M FLEf�lt Enft or lid Jab. �tl.Plndim Ram LMI VarshB Mgnuf&cWm Jieta9t Engineer ALwamo voim wdBe Yga4atd Submitted! FBC&M&l Approved so& !fit 4pa E�Lpt late gate gab.Cfrdtm gate MUM Version mYmlt6cweL Contact Amkmw&.L1ala 3mmmi h VaNdated Submitted MADDYWW Approved At" 19,�1 SeilE JSnt®LaL tab late Deb .PmYm Rah murk version L%nukohm contact Enabw aLMwm VeHdMWaft Yald d Sudan FBCA9piaval Approval Abum Revision 2017 Bond standing / Morl"Aelb Thomas Jemmt IAPMO Union Evaluation Gary W. Walker 10118=17 1Q419/2017 10/212017 Approved Ravlslon 2017 Sorel Roofing I MonbrLMWb Thom" ionvm t IAPMO Union Evaluation Gary W. Walker 10118=17 11/0512017 102112017 Approval RevieOr 2017 Bowl Rooft I Mon*flJWM Thomas Jammet IAPMO Unfam Evaluation Gary W. Walm 10hall 1006/2017 1021/2Q17 Approved Rental 2017 Bowl Roofing I MonWUMM Thomas Jammu LAPMO Uniform Evaluation Gary W. Warier ioma2017 1094=17 10212017 Approved Comm: Roofing SubCawgary: Roofing Tie 2 (802) 69-2288 Sevlcea LLC. (205) 854-0150 to mj mmoatcLml.w Cabal Roofing SubCawgory: Roofing Tins (602) 269-2285 SOMas I.I.C.LLC. (205) 854-0180 thoma.lemmet@bonel co SuSubCebCe g Roofing bpory: Roofing Tie iB02) 2 8&2288 Services I.I.C.LLC. (206) 8640160 tlbanas.JerhvrbstlmbOrel.00 c Roofing oe0oryr: asts SubCatepery: Roofing Tlbs 28 (80¢) &2280 Services I.I.C.LL (20) 8540160 Nromes.)emmett@Donleo L Complwoca Method: Evaluation Report horn a m Complains* Method: Evaluation Report fmm ■ m Comptaaa Method: E Evakutlon Report honk e m EvaluationReport m a Ewlwlipn An PLiffOU4411 ProduatEvalu lion EM7¢ Products FL674mi Products Product Evsbatbn Ems FLOI"gP 11 Products Product Evaluation Ercu'y FLa74MI Pmdum En Product Entity Q 0,,kft AMirgave Agnelli.jor Use Aniarveradjortleal imosa Maple eacreved for Use Aoarm ed for Use knood Dialm Goal Assurance Aooroved for Um ApproYd for ties IMe$ Desim ylrelhLB� Approved for Use Aporaed for LW immad gal 22aa Prodadeledal.Nu b wNama C InHVHZ Well HVIU R.'t P-- $dS P In HYM Oulaulds HVHZ Resistant P1tllpQ Jiaa3 1, HYHZ Outside HVHZ IIaWtm PJ9MQe, Sena Product Model. Number or Name p, dprbn In HVHZ outelds HVHZ pthftot Premium 28 Vmw am Medium Prate -Lee Well FL 10/moi8 No Yes N/A WA 16 Sazorry 9W Flat Profis - RWft CA 10/04/2018 No Yea WA WA 17 Saxony 9aCCou , Hartford SqM, Shake, BIm, Flat Profile Stoddon, CA 10104/1118 No Yes WA WA 18 Saxony 9W - Country Slate, Shake &amp; Stew Flat Profile • HerMewon, NV 10/042018 No Yes WA WA S +� O L V °- U) Florida Department of Business & Professional Regulation Pape 1 a, Florida Department of Business & Professional Regulation Pate 1 or 1 Florida Department of Business & Professional Regulation Pate 1 of Florida Department of Business & Professional Regulation Pape 1 or i ICU Building Codes and Standards 1,52019 Building Codes and Standards 11e28+s Building Codes and Standards Ifil Building Codes and Standards 1/8/m1s Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Dtltall W J:ta74111i j FL#laWA4U FLSl5OT$.R5 2 t grow a iaia dab. Deb Fandim Rob ON EBdetor 20 Jab. Date Pmdim 211a 296 EffihSE 21M 2sh Dm PendWA fah 292 EBw or fah Jab Dab Per4m fate 2 Imo Version Revision 2017 Nk u Sorel Roofing / &bns"o* Category: Roobg SulaCalegory: Roofing Tins Sddwt EmhaxiLk� validated Br Thomas Jammed (APMO Uniform Evaloetlon Gary W. Walker (6O2) 2e-2288 Services LLC. (205) swine thom ajorr met®borel.00 Validated IalbmWed 10/1 al IOIOVM17 FW Aar l l Aelmmd 10212017 I64M Approval lone Yersan Revision 2017 L%maactun[ Borat ROD" 1 Mon6 fmk Category: Roofing SubCmgol Roofing Tin contact Engineer #License Validated ay Thongs Jemnat KPWI0 uniform Evaloatlon Gary W. Waker (802) 2811-2288 Semmes I.I.C. (206) 854-MOO ihomaa.Mertanelt@bpnl.a Valddd SLR 10MBO17 1(If011 017 FW Aag..M Ae[p ma 10212017 ALaid Approved LM YersbnMUPAmftm RWWM 2017 Global Protactlon Products, LLC. Category: Shuten SubCOM". Storm Panel. E,,k a &J.tana v.m.wa By Tim Robinson WabrA. Tut Jr., P.E. John W. Kmzevbh, PE (954) 889-7545 PE44167 (854) 772-W4 tlm.mbkrsondb9ppentoom Valli SlbmWd FBC Aneroyal 08/0612017 0613112017 09/112017 Apssxd 12/12/2017 Sties Approved Imo Ymmo Revision 201T 1 Global Protection Products, LLC. cwagwy: Shu6en Subcategory: Storm Panels Contact E Validated By Tin Robinson Wetter A TtitJr., P.E John W. Kn umvbh, PE (954) W750 PE44167 (954) 712-WA t1m.mMmon®gppent.can Validated submitted FW App!>val DBABr2017 CIV3112017 =112017 12112=17 Approved Q z compliance Method: EwNetlon Rupert from a Product EyaNetlon Entity m Consonance Method: Evaluablal Report from a Product Evaluation Entity. m Canplwns* Method Evaluation a Report from a Florida Registered Architect d or a Licensed Florida FloridaFCe ArdOW or a ROW Masai Eveloellon port from a Regoued Licensed Florida Z Professional Engineer ProfeukmW Engineer Q Igoe 19 Prodmdalotlel. Nuobtror Norm Saxony 900- Country Stew, Shake, Stew&amp: Spt Shake QuaillAtlttrsO.t Product gllodptt9B Contract EAmdm Di fs Flat Pro - Lake Wales, PL 10/0412018 Approved forUse Anneal In tivHi Ouwide No for U" Imed Ny!¢ Rmbhm Yes N/A Beelm Pressure WA Inc 20 Product Model. Number or Nam Saxony 900-S&amp; Stew MM OLudW Aaamie Product Donflodm Contract ExoW wn OM Fled Profile - Lafrap, CA 10/041l ADOramd for Use Approrffi19c4bm IatilIlli No Jim" Jiaabgt Yes WA Deahp pr"otm WA FLPiSO76.PZ Products S298 1 Product ModeL Number a Nerba 20 Gage Galvanized Steel Storm Parallel 4p.bLAHtm0 Product Oawrtatbn Contract Expiration Date Corrugated GaNanhed Steel Slam Panals meal 12/3112019 Approved for Use Approved fter Use Inoutside Yes Yes IMRid RectoWd Yes gale Proteinsam$ WA J3 2 Product Model Number or Naar Y4 Gage Galvanized ShMI Storm Pa OWW4HZ Quality AssYMtot Product potential Om Corrugated Galvanized Steel Slam Panels MWkad 1213112019 Againal for Use Approved ter use In Outside No Yes Imepr Bills Yes Ba11m Pressure WA J a or net by thatln to provide hurricane protection. or not by treelike to provide hurricane protection. Search clear, SHEET PA 1.2 NO. �e N O �C 0 c Cn U 'O C 0 'L N O Q O _O LL L .� Ca O O O E a) 0 .� 1O Q try C O U O }( '8 W O L� U O L V v / V cur G Q z Z Q _J d SHEET NO. LPA 1.3 Florida Department of Business &Professional Regulation Paget dt Battling Codes and Standards tnrzota Florida Department of Business & Professional Regulation Page 1 a, Florida Department Of Business &Professional Regulation Paps i a, Flo