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HomeMy WebLinkAbout2905 Lytton Hall DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir, Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT.or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn, Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. r� r IF= NN/NR� 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. % CR GAF r!, hOFES'S' •.M To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �p �p s �a�y 8 N N it VQ N N to ij N J ?: 04 j10LL OWN LLLLO_ Q W W h �LLLL aa� Z t cc Cl 1Z 0 0 W y'CJ ENG CO m J O' IL = 0 c_j o coN° �oy N th Z U Z 0 000 W U V Z N cti9 z � � J Ul Z V c,, LU '�+ � O— W L U CO • c CO m � �Q �d o M o Z _J J aE =o o _® E V oa • f6 O o XU *Z Opp aZ Z ro L oz � Q w 2 � J Z yam-. C _o O 0 m 0 OLL 0 " >� J � r�i d a 8 ]U a W a a mw C J= a �5 v `N °3 .2 qql" 2 >M ^L v, IUD co Q /C 00 W 00 o � N T •� O N LO r T G N o W = O E N �' Z m a 0 w ¢ o JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. C S !�+- .LAM _ -_ au .:-J. z .1,L 4.l. � a- � ! ,Mu..i, 1. L 1 . .. .1..L .11 TYP @ 1 STORY A S3 H.B.T 0 I iv w 2 2 �� 00 ----------- 0? W E'-0" L I 1 K I I I TIE' b CV Ci 15'-8j" to CO I I I I TYP 20'-7g" I I @GARAGE 5'_0" - O T.Q OPTW o OPENING FAMILY RM D E YRtr 2 CAR GARAGE VAULT CLG. 8'-0"CLG. A O � CARPET r ``� 5-SH HANSON BOX I 11 0 10 UT)_ T - --OPT- 't iv 16" DEEP 0 @ 36" A.F.F. I I l o REF, t5 =w CD I I I w fc ------ I uj EDGE OF SLAB 2" 1 I I > I M =1� BEYOND WALL I 1 10 21.6" I - 20'4g7" I I I coo ^�� N 1 ( 10 , I a j fl 1 I I 24"x24" CMU BASE I I I COLUMN w/ (4) #5 S3 1 1 1 I 1 1 CLO. I 9'-6' (VERTICALS GROUT SOLID 1 OR 1 ED, II O w J I j I I HE GHTj U SYP P 9 SLOPE 4'-0" CEILWG iI iI R O c 2'-6" POST TO SIT N -A RY DIRECTLY IN■o I O 1 1 S3 8'-0" CLG. SIMPSON ABU44 BUILDER TO PROVIDE CC I (2 TYP.) PATIO I I;'DW APPLIANCE S3 L ___________ PROTECTION WHEN G.T. - ---- ------ CAFE L�y J REQUIRED PER FBC q N o Oc7• c I I VAULT. CLG o v Kco cO CARPET I S3 7- -11 306876_Oa N M I `r' "' (3) 2x4#2 SPF FOYER O I I w/ DTT2Z I I Eo „-TILE 9 -6 CLG.02�68 +4�-O"l 0" H AT T-4_ o -i----- R&S ---- - '` a R&S------ --- R&S ----- v=i� w ---------- TYP @ 1 STORY 00 W. I. C. 1N `n`r°_� 166 S3 2x4 #2 SPF I DTT2Z W'°`(3) w N AHU 8'-0" CLG. 1 4068 B.F. 4068 B.F. TYP @ 1 STORY ~Iw/ CARPET I U)2668 OroOWNERS 8,-2„ O AcD 8,_0,, 2,�"4'_2" 8,_�11 S3 � 9 BEDROOM M SUITE o 1 8'-0" CLG. 8'-0" CLG. r 5-SH 16" DEEP N CARPET BEDROOM 2 - O T=, CARPET INEN C R o 8'-0" CLG. 17 04 �;� I r^ CARPET C O 60"x36" N = 6� SHOWER � to TIE 2„ 151_�, ^ 1 8 -5 " TILE V_O" in 101� 1 5 11'-Og" _ o0 h - IBERGLAS � 4 URROUN T BERGLASS e� ' VC EP]AD o D URROUND i:1 I N H.B. TYP @ 1 STORY 25-SH A S3 qO -2" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 91 /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 71/4" 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) 'E 12 20 X 26 18 J X 25 } S.H. 13 20 X 38 j 18 } X 37 i S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20X72 18JX71j S.H. 1 H2 27 1 /4 X 26 26 X 25 J S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 j 36 } X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 381j 52 4 X 37 j S.H. 34 54 X 50 j 52 } X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52'} X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-Bl SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" CA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE F+34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "13111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) F'0WN t 4y1`. -SSE " fp % ff��hak0FESS�$ 'Imn1I I100 \\ 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. 9) Q �00 p O 88 Nit N O IC-4 N # T �* d! � r'n `� -C,j _j ZZza U. CL Z t W O O .� N f0 m m _jLL = CP U) N° �on N Cl)Z 6 2 J 0011130 Ur M z � z � z J a N z 8 4-, 0- 0 Lu $ CNm., N � � L1J 8 L c _. see Cl)z M o < QE wo � E No F- x� a01 �o Uo v o1z N tt1 • r� C -8 o Ou W < z J �b gm W 3 >' 8 zo ° z Uk 'yoz z a �r .0- a co v °zlcT3 x 2c 2 >M L 0 LO (0 Q 0 F_ ^C11 W m (� = � f O Ln Ln Or%, i Lo O T d N m Z T E O d Z '° d E U 0 c JOB NO : 20-6221 SCALE : AS NOTED SHEET NO. 1 O co KITCHEN ISLAND z [17 LN M 0 fV 0 OPT. REF. O M KITCHEN VARIES, 2" LESS THAN CABINETS BELOW 4 M 4 <V oc rMi LLI 1, w 77m.-i KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. x Q TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE _ SHWR. o CABINET 00 I _ VALVES _ _ C, TOILET CO SOAP oo PAPER `O 80 - DISH U HOLDERLO p p -1 _ -1 CIDU- LLCD d r Q Q r M O CV p M O - - r Cn 04 " M N TUB . FIN. FLR. _ _ _ _ _ SINGLE ROD ILFLI 11111-j OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - 0 COUNTER TOP 30" H BASE 0 r 00 LL 0 2X r >- 'n o0 FRAMING It 1 /2" GYP M BOARD — T CABINETS - 1'-2" r1N O O o � T r M N (V (V FIN. FLR. - SCALE: 1/2"=1'-0" III BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 TOWN S E rY o J r i %,j�ROFESSN e��''j+ii! To the best of the Engineers knowiedge, 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. Q E �o pp 8 N N ik (0 n Cf LL J � W di Q UJ�_L' ti r- LL � O. CM CN y y,>? W Lu ° �LLu- a _� m o W Cb o _ ILLN Ci W Z N° x a 5 V z o00 W z Cq z � z a — N z 9 XC1� W Et` 0 Vl W V c IM v� � c t U_ co CM M i 1 W Z ._I U- cE o w� Q Qo E N o ?� z O E pp. <z aZZ W N F W L f0 N CU - � as N i�o W z � J O as Q W sm W2 � IL � W 7 1_ iR U o'. 2 �> L0 CD ^ rAc i� U Co /O•� \A1/ 2 1 1 70 N r 70 O N (y) L0 r r I L.C) cu-)) n r ' (0 N o W r E O N L Z 0- c0 0 Q o JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 2 2'-0" 12 HEEL 12 -------------- — — — — — �04 T.O.M. F4 HDR HGT TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND I Li I I I oa I I I I I I I F.FL. —-------------------------------------- 4' RIDGE VENT 12 5� 12 �5 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. SPECIFICATIONS 2" I" x 9" SMOOTH TEXTURED HEAD/BAND FRONT ELEVATION — 131. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" 12 Z�5 18' RIDGE VENT �— TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ---------------------------------------------------------------------------------------------------------- LEFT ELEVATION — B1 1 /4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- 4 T.O.M. HDR HGT. TEXTURED �— CEMENTITIOUS o FINISH ON C.M.U. _ bo (TYP.) 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 pant of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. • J J U �V yl:, ROFESS�� "'MilliiEl�b\°�i To the beat of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N N d C g? _J cp Jl J U W Q 32 LL J y Qj M M U. W W J 1 0 LL 0:LL Z 19 W t W 0 0 0 -5 .?5 4 'D -J Z L a N M Z O z 00 o00 W (D Z gCN Z 8S Z J Ln N Z v T 0 0 f13 R� - � -� OUSIDV) W 8 LJ1 c A U aiAS0� C7 w z M � g o g� ��_❑• a QE 2 OU Z fcc _ O E O V a o � � dz N rl7 d J Z o ado W w W mC' • ro C - C 0 T!0 0 O¢ Y2 Z J ° b rWn o g yw W L)S o w ?_ co Z4o5 o� .2 I TU3 i > co ^L ui \ m O .� LO CD C:) C 0 CO m � T O L0 LO >+ Q r r .i. LCi to O 1_ T E N o Z E Q a E U 0 Q p C JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 3.1 Atlli J- u ! :,. s — A_ i.l J Jl� _ _n _ 1. _ _.:- .. 4 ate.. i� �41v % L A . 0 bo T.O.M. c a 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. V-0" TEXTURED CEMENTITIOUS 18' RIDGE VENT 12 5L,,--' VENT '74' 12 Q5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------ --------------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION — 61 4' RIDGE VENT 12 �5 FIN. ON C.M.U. �— TEXTURED (TYP.) CEMENTITIOUS FINISH ON C.M.U. 2" x 4" SMOOTH (TYP.) TEXTURED SILL / BAND F.FL. - — RIGHT ELEVATION — B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ 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 FOLLOIMNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. W N i �?,O 40 RO F E S ���'ftrf S,Ow 11 t 11111t1`�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 = O U N_ (pN p^p i! (� N (V N C rn 00 LL LL ft w L in � v� ri _J a Lu J L- LL a. Z tmg Woo WN�pjO' .J o 00 o N M _J CL 0 J Z Q O U ❑❑❑ W Z N M Z Z Q a � Ln N t� Z v � � o - U a '� • 0^ t/ Iin w m U � c co Q Y • r. Q N � O co coi i cc W a Q �j a E E O io ��s W° z � c ao oya U Co 4go op Z � CD N C a6�Z .0 woo W z W r`o C - `� m mo Ou '< w Z a�i N ,z $� z aZ NW W U 3 wLL .0 NLL O w w w �3 ~ _ co ON $ 3 o l j c N_ 6L L° W / .� c9 Liu W m co r1*1 T 70 0 O .= A (V T T I LO O T ci a) N m Z T m Z o E U Q p JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 3.2 3 v, t2 N LOO 0 I 0 C S Ln O Z i C 3 N N S. 9 PD S v` c iu a 1z E 0 i CS i 'o a O v tZ N N N 0 a 0 0 N 1" 211 G N ``) 04, 2" iv co = to � VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, � � DETAIL TO BE 1" 2" OPENING VARIES 2" 12~� BUILT W/ STUCCO. EDGE OF OPENING V-10" lzN N = 1 " CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS Kira 1/2" RADIUS 4" VARIES VARIES G r CV) v Aa CAP t 111 1„ 1" 1° 1' 4" 0 M r 2211 12' VARIES VARIES SIN 11-4" 1" 1" 111 1,_011 1 N 1 1/2" RADIUS r 4" 41" i'-4 2„ 2 1/2" RADIUS 3 4 " MIS N �I'a VARIES 1" 3" in :- ZD N i0 r� —NT3 " 111 2 2124 111 BASE BASE Mla 111 111 r r„N 4 11_811 4 I • N 1� *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY 4TE COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" ^ EDGE OF OPENING 2" G ' 1'-6" 111 1'4' ki 1" '4 r I2 11 co , 1-1/2" THICK c%S' 1-1/2" THICK ' O i CV * 4 IY 10'1 24„ 4 G� = � r CD 10" L 6" L _ Ij N � M all 4 N 411 1 i],1 L2'.J 6" i1N 2' N G L cNn LL LU > w ^t`J > 1-1/2" THICK G t- 2'-4" 5�11 1,-5„ 00 � fn 51" A" 3" 1'W N = VARIES VARI w � SIN M r 2�" N . VARIES VARIES 411 O„ O G = iv iv CO CO Zp ,Qsa —}— 2' F�1 ^ Q- 11 111 44 6" 4" CV N s co _ �* R44„ d 1, KEYSTONE F11 o G OPTIONAL r ' 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 OPTIONAL LT' 3"" 4" WINDOW OPENING NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" 00 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" 3'-0" 4" 10" 11-4„ 101, 1a' 1'-�" 14 r 0 r G 12" 5j" 2'-1" 1'-1 ' 5t 7" A 11�11 _ N N CV 11, o C4 G r n T6 A N 00 4 eo M r �4a 1 111 R'oh r 12„ N� - 1'-1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Q 0 N O 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. 9) W 6 co Qp 8$ NNia O ci Y CC) mLL NNN� 11. (L ay' CM M W : ' U_ 4 rl Z JLL Q. t O iD NCO M J PW��rn ¢ o LLW CL � o�� Z N o u DOD M � V z � z � z J ArL G N C'1 0 W s In N ` =l d ~ r� V '® �Cp W J H L U C 0 O W o J `L o y ¢ s I-" o a: E U C" C �� °a U p 30 a ZZ. W m C Z pY mo OLL Z 2Z � g �3 a W v3 �LL JO u dF v =Iz ° 3 2 �} M ^L rn \ m .� LO / nC Co ca T 0 O00 LO 1— i LCi O I� ai to O N d Z _ E a E U v «I Q p c JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 24 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 EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT ELECTRIC METER ELECTRIC PANEL l DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 7i14 copper to lights & outlets NEMA t 00 g12 copper to 20 amp ckts 200 AMP 10 t10-2 copper to Wit 10 k10-3 copper to Dryer METER 0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN — ELEV—B1 SCALE: %4'=1'-0" O 0 N N O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 O a � 8 pto ?p NNik (� 0 N yy� cp y 00 LL , J * tli i� � M LL I. a Q gyp' CN7 J LL. LL W rn d Lu tl Q 0 Z M C rn z0 o oo W o mi¢ ILW w�QjZ O 0o N M J o a p rn 0 �n Z Q O U U J I W z � � N N f7 'Z'rn� V X4-1N G V 2 W Ua 0 paf W 8 V) en-- Y LU r $ • U N �Q se O w M o Z LJL � 0 2 � Q Q E u ❑ �� go o: o: I— C C U ao�Z V Q ¢V 0: Z 04 � � d t_ ra N ,_ - <o yg �s 10 Z >Z Z a�i �-0 <w �Z 3 a 3 g � o 0Z aZ LAw W hLL O ui �- aF d g v03 o > L .� �o 0 L0 QC) C U A m mil/ a N 0) T O I- Ln N r o � r w � N .. o m z E 0 a c a E c°� o ?? a o c JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 4 v N ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule -Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper Y PPe SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required sow ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 22.00000 2.000000 Floor 1999 1919 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: Y4'=V-0" 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 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 comice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ��• �i" RC W IN k •'�N . ••'* G0 y,� O N _ ,• O 11'rl'r��rft 100 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. a 11- Q E co pp s � 8 N N it O m J N N to 1-"i LL LL a N N a a Z���e�,z�o �LLLL Gp0 C! m13 0 :3WrN`_ m�a 0 2 rn Q z ILW rna L0 MZ �O� Z N O U ❑❑❑ W z z z a � V) N f7 z a 4 LL 4 'U 0 LLJ w 8 Of Qesd N O M M i O J LL CO g E io ¢ g O0 2O V �0 a8 oa O Z E N ao E3 rc� L C < O 9 m M O irZ Z - C J yo �m m >rZ gZK W m 3 Q U � 8° ado -0 a r� N LLLL F J O w 2 yl� zlaT0 a 3 T >M 3 .� LO CO � C) � M0 N so O O T- � = >% N � � r Lri T Lo USn T N o m T E O iri H Z C C d U J w Q 0 J JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 5 C TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B. * -----------� — ---------�' --- ------I— -----� iv = N I I LO 23'-68" AF I I y I I (2) #5 VERTICAL ■; I �e� � : I I I I BARS :. OPT. D I QPT. VJI 1 1 TYP @ 1 STORY I I �- T -; - _ -- - ^ T 3 112" SLOPE I ii U.N.O. I :- • • I I I: II I : is S3 CJ • • j j I I - - - " � ^ - - - - - -a- C�-- I o io 00 - K ■ ( INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W! (1) #5 REBAR VERT ABOVE SLAB I I \— CHASE TO I I ISLAND I ' ' I I KITCHEN ISLAND BUILDER TO PROVIDE APPLIANCE PROTECTION J WHEN REQUIRED PER FBC I S3 TYP @ ALL PLACES SHOWN I I LOW WALLS S3 HOOKED FTG. DOWELS 5" EMBED „ I W! 25 EXT. ABOVE SLAB GRADE 40 - �c- (; I I I „ EDGE OF SLAB 2 3 I I BEYOND WALL 4'-0" t STEEL" 25'-6" I I I I 20'-6' x ui = STEPS AS REQUIRED 1" �_ 2" 7'-42 7 12 (2) #5 VERTICAL BARS "� N at v - a I I I q r �plr_n I I I I If LJql 3 I' PER FIELD I p r ,,plz I Y2' I I Ip gli-n I :: ( o ZD iv CONDITIONS PROVIDE 1 RECESS FOR SGD. REFER TO I ` I I I I t-L �J�I iw H.� ■ MASON'S SLOPE FOR K cc cc S3 S3 I S3 -' WIDTH D.W. I I \�_�� ■ CJ I II III :: — — •� q = CO U) I 16--11„ 8- ---- —L— -- ---� .■ iv v 31/2" SLOPE I -31/2" I 7'-lg 4'-8" 1 3-1/2" MIN 3000 PSI CONC. SLAB FO 2'-6"x2-6"x1'-0" I W/ (3) #5'S E.W. PROVIDEY2'x9" 04 "' G io — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■ I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONCJ PAVER TO BE 4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 6_ 4'- " - I G I — o� I — — --� 0'-0„ ■ 17'-5$„ I .... 77r:ioo 36,-q' ::. .......... 1 . -vo..TYP A S3 in @ 1 2'-6"x2-6"x1'-O" I I' I STORY U.N.O. o co I W/ (3) #5'S E.W. CJ I Ci ci J - — - - - F' - - - - - - - —I - - - I ........ I ■ I ILI T o ` ' I HVAC CHASE BASED ON ' I LOCATION ..' .' . '. '. '. '.: Lr. _ _ 3-- - 1 I II o lI I C in / ■! I / O CfL 614 I 01-01. I _g" 2-17'-2j" 2•_9" 2'it'll II• J I I = OP C7 �, '. , ..: •, •, • • • ■ ! , , : : . . �. I �. T w Ill ■ ■ 3,_5j„ 3' TYP @ 1 STORY A U.N.O. S3 FOUNDATION PLAN MONO - ELEV-B1 SCALE: 14 "=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 611h 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 a JT wz N a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" • �� •.; vv- #5 CONTINUOUS . v ; :: ", REINF. SEE FND. FOR •:, ;;:,;� QUANTITY „ , ',; ;r #5 X 25" X 25" CORNER •: • • •�:' • ; • ' • ; ; ; :' ` ` BAR ONE FOR EA. ' •'• '� ••• ' �' ' HORIZ. REBAR, TYP. .'•...:. U.N.O. • ., •• ., -• • ., "• • •• "Alternate: The reinf. bars shall be cont. around corner by cold _ •• •. • • • • •• •, • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �tifre`� W N SF S 5`0 �\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E cc a N� (� 0 y '19* N h & 5 LL R N � I` a� 13 - - 2 @ �m � W w M _5 rat:c- g� s (2 1 J � Z CL 6 N Mz 9O j W ¢ ❑�❑ O v(D z g�g Z a'if z a N o Cz � � 4- d v�m Q -� O U (A ZD ]k rY Q \� o M N V z LL- 0 lei Q E 0 N '� ~ �z gO O 4 oa 0U O E N io .o a ww C wo ado ¢� m- 0 oLL z J irc �7�-Z W "rfi N � <W 8g a4a ]U �w OLL rr O q W x H S 5 �ti Milli N Vsi o -lit sn cM L Cn \ m L0 W m CD = r O 0) L() A CV r TO I Ltn L8 � ,- ci E L N o E O N c o. E IJ J V C JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 6 TYP A (2) A U > N �, CJ1 CJ3 CJ5V CJ5 I�YI EJ7V EJ7 II I I j EJ7V EJ7 " I EJ7V EJ7 EJ7V �1 I EJ7 li � 1 ' EJ7V 1 1 I EJ7 SIMPSON HU410 w/ (18 TITEN 1/4" x 2 3/4" & (10) 1Od NAILS � 1 I (2) 2x12 #2 SYP WD. BM. w/, EJ7V — — EJ7 FLITCH PLATE. BOTT. OF B? O (2) 18 D1 Pa EJ7VA 1> x FG1 I II C7 � '' EJ7VA Q X E1 II I EJ7VA (2 ) SIM FL EJ7V EJ7 x EJ7 EJ7 Y Y, I EJ7 I I I i n I CJ5 n. CJ3 J c7 L0 U U N T Q o T Q F- Q F- CO Q ss�� Q �y Q T Q F- T Q F- T Q F- Ch Q F- Ifi _Q `` 1` Q F- Q T <C M r Q tOi> r Q W /Wj C" V m m m m 00 m m U T 7 U S z G /16" OSB 1. @ 6'-8" TYP. BM TO CO. CORNER W UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 *' 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 — 20 16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 *" 30 -16d x 31/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 1 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4 "=1'-0" W N Ai aR0 �Z : SE �'• . 'Cj N e. U '0� �• ' s O ROFESS;,.�\ 11111.111 To Bre 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 stnrctural engineering portions of the drawing pages bearing Engineers signature and seal. 0) ��pp ��pp W 8 V N 9 C # u_ rjr°' lJL J d LL 11 13 Q W to 4r) Lu LLu- d 0. Z L 0 O a' W m J 7 l0N(O m m ¢ 0 a Z CL oLW z � M605 iN z Q I— J °U ❑❑❑ W Y' V Z N Z Z J N N Z .2 ■ � 0 _ s - U 0 W � m C A O coo1Z1}p h W 2 lL 1= �O <A O0 E0 co o f aoa i0 Z 9 Uo I— p X U K F Oz o r6 cat � �z 8 ao 1w 4_9 ra N C m� 0 ti oti z f%) J N w amZ 8 Z aZ J aLL wa co 1 N V�+ 21 >M � m W \ .� ro Ln W °D a 0 O LO . _ >+ N r r Ln o ro�)- T- E N o to E O y m c ea a £ U 0 o Q p °� JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTfS V-21 KIM` ur, I 8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/1T FORM do GROUT SOLID -v ... . W O /5 BAR 001fr. 8F12-1 B/1 T O V LINTEL DETAIL SCALE = N.T.S. i € No si f � I Yt t Ut,'jIUNA I IUN #5 REBAR MIN. AT TOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT /USUNFILLED 1/2"STEEL CLEAR LINTEL a ° R =RECESSED QTY. OF #5 ° a REBAR @ BOTTOM ° OF LINTEL CAVITY d ` M.U. #5 REBAR AT TOP w °' ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR U " 8F 16- B/1 T Q a A i ° d < ° GROUT D � tNOMINALQUANTITY n J Q Q L) > a C.M.U. OF ° 5 REBAR AT = y w WIDTH #5 REBAR AT BOTTOM OF a w -' coJ ' 4 TOP ° LINTEL CAVITY W U O to Q n 1 U L NOMINAL- -BOTTOM U O o' " HEIGHT REINFORCING a a c7 do 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL O W ,� ¢ Q � D D i REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) 00 iB cr n Q o Q o AS INDICATED MATERIALS cT—INecasMinteis = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-0" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4"=1'-0" 0�i��vatturrrrrr�� BROWN : j 3 `' •�� C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a pp o 8 a N # m V c#'LL wF-nJC4 f ��LLd MC LUW a U u-UakX Z W I- LM(S 20O W .� N m m J = IL Go N Z N O J W U m I z � Z J d U) to z I ■ s LL •0 u, Q 0 w N c m U,W ca U 0 CIAca , m O w M sg �S z J �_ E z 0 a a� w�z® o0 o ~ O< �g�°z 20 z N a? R 8 o p <y$zoz wz K LH (_ OY mo ZLL z b N O p Q>az O J Z W �w �a U � rc <_I� J � zla U 3 O �• 2 v M 1Z CC L :7 �— Ln Q i 0 /C'' W m h 2 T �l�Ve 0 O 0) Ln ._ >% 04 r r Ln LO O I1 r ui � � N m Z � r E O Z a o 0 _j a; a c JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS E AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-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 If AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR 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 t 2 INCHES (914 t 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 X2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. AC1530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 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 SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 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: 11 " GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re4nspection 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 wlgtfiin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - ncrete ove and mortar along the foundation perimeter must be removed before extenol�so° t treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An extgrior vertu I chemical barrier must be installed after construction is complete, includingolandscaping and irrigation. Any soildisturbed 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 bullding. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. If ��ti,Zt111tlflfffl/ �aOW Ntr, 00 ✓x 5 a J O U •• 1� F `o ,•� �o Q •••0CN FIESSk \\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E co S8 N_(pic^O _j V C N Ci Qaj kA N N .� U- ,may, d M M Lu (q CCU: I- 0 a J Z O Z @� °coo C, (p m m m Z IL LL °O N� trON N M Z (aj J z °U ❑❑❑ W 0 M V z J N � z U � j� (a 0 LU w m 0 L. s t) d U r U c � co coo w M M J Q i o Z Q E V oO k'Z 0 oa n7 0 XU a 1S 'o U Z o E M 1D i a o �z Z ' 0 ro C/3 C c �g m 0 op 0 Z J . iZ 10 U W 3 8W NW �k �$ mi CAD o d- >M W m '> L0 Q o nC, r 'r�Ve CD . _ >% CN r T Lo o ui to C) N m T' O v Z a E ci _j w Q o °i JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. SN r v CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U, 15/32" CDX Im PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" 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 FILL CELL STD. 90' HOOK BOND BEAM w a STD. 90° CONT. #5 BAR —� >� HOOK I � BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION a@ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" max gap • � 4 max. Clinch na when possible 7,7 Q Its 1) Support back of web during nailing to prevent damage to web -flange connection, 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails required when web stiffener - 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - _ --- - - Under 2nd floor colr iron wl Irma, N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1l16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side „ 10 -0 at bearing. TANK -LESS W/H H C G 0 0 0 5'-0" STUB -OUT FORLO GAS METER 0 o � U i:V = • 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r / 1/8" gap / r / / Boise Joist Blocking l IsP 3" 11 Odl nails at R" n c- < / Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (\\Isee table below) D (see table below) DO NOT cut, notch or drill flanges �-� ❑ 6" A 1�" ROUND HOLE MAY 6" 6" 0 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 1Y2" higher than 15001b. 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.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 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. 1Y2" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BC16000s BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- /8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" U THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — I I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR �• 4 .. • • FOUNDATION INFO • ° STEM FOUNDATION Filler block. I —GRADE _MMKIC OCC or nor \ 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 Wrier as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements �0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �o LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' on CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE i— PVC OR SCH40 SLEEVE rdmal 111:I OR11`=' III SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q ° d Z \• 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 ° f °v L d .a v ° ° 7' dW F SEE FND. PLN. 0. SIZE & REINF. Orfl♦♦ eOWN ' C- l t 4. L0� P U , `1 • �e �¢, . F 1.0¢, ,�����j♦QROFESWO 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 - Residentiai 8th Edition. Engineer's signature and seal is orgy for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 O g 8 V N R �p �p U —' nroo U. LLJa W QyMM32 is LL1 U. a z �p LL a0 Q' 0$o t0 N (0 m J °' a LW °' M 0J Z z N Q °U 00❑ W C� z z � z a P (n N zC1 XN U_ ,,, O W VV) (A = r ®w U � c o M M 0Q ffi = tJi E �R Q (C o V i— � o o 2 � . 3 U Zo o � N � o *a a0 woo <o z ww w i W C N m0 ZLL z NC J <W 2w __ av LL �- o Nw w� lJ� v =I ° >M � � W \ / ca U LO O Q C -6 p ^' ca 0) T -0 O N N a) � `T 'n I Lo o •— E c N o z E TO y z c m a U 'aa :3 Q p JOB NO : 20-6221 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 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 I INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. AL-J NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & g @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II Y° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. D P ° . PRE ENGINEERED WOOD loop TRUSS @ 24" O.C. U.N.O.HURRICANE ANCHOR @ EACH = -ITRUSS (SEE UPLIFT SCHED.) W/ 8'1 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 SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. 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 170 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cl) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E_ v CV Al, ° y - Z_ I 00 M a o 6 MIL BARRIER D• • — r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z M � :.. T ..v — - SEE A/S3 OR J/S6 - T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. _1v`IIIIIIII1_ 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF - (U.N.O.) (OR %" GYP. TYPE III@ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/" GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12"TITEN HD @ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO :IF -1-- °'' ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILOR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS -31/2" MIN. 31/2"MIN. d ° z d ELEV. 4-3 1/2" • LL d 2x4 CONT. ° ° ° ° A.F.F. O • - ° ° ° d c p ° A' —Lr 1/2„ (min.)- 4„ = > ° ° ° d ° N #:W� ° CO ° ° ° GARAGE DEPTH VARIES ° ° 31/2"(min. -4" r d ° ° ° (2) #5 CONT. 41' V-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4' 1'-0° S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. to", PE�1( Ec� Qcs •c\�os TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH 1/2"(min.)-4" •11��11' - AL�II�-l�l� • ii SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M�NOW s LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 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 tv� 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 GGIS3) 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 FROM w/ 10 10d NAILS iv ( ) T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a END OF 2" x PLATE TYP. ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w ° . m i s GRADE > ;, �. ' ► ' ° GRADE 40 MIN. F - 40ksi a. #3 & #4 LAP SPLICE MONO OR STEMWALL ° i o ; _z FINISH GRADE °O co 25"MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksij a I— p T FOOTING MONO SHOWN p p D O0 w - o • FOR CLARITY 6 MIL VAPOR BARRIER D ° � R 1 7/8" _ _ _ _ _ _ ° z #5 REINFORCING BAR T COMP. SOIL. (COMPACTED TO • ' , MODIFIED PROCTOR ASTM 1�111�1�1�11 TYPICAL EXTERIOR FRAME WALL FOOTING SLAB INFORMATION. � �11=11=:1@?11=11.@If= i� 11=1110H=11�11 �1=11�11=11=11�1io11'� • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS N M _ N i.• 00 4„ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAL4 INTERIOR 4 1.-�j CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 'm e E c M 6 MIL VAPOR - - BARRIER 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " " CONNECTION INFO TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE j w 6x6 P.T. #2 SYP J :� W Es LU ABU66 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4' TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 �:-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 C:� SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, BRICK PAVERS or SLAB PER a 0'-0" FIN. FLR. COMMUNITY SPECS 41 14 I INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��s3 ON 3" CHAIRS (TYP.) 1 8„ 1 V-4„ 1 8" I TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)r � I WWF OR FIBERMESH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611 . 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 C14 WWF OR FIBERMESH " d . ° T SEE A/S3/J/S6 8�� FOR REINF. INFO. 1 1 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_"� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL [L MAT REINFORCING. r ' M 002 GRAD d GI c�LU;III=III ° °. 1=111=III=III=1' Z=LU1=1 I1=1 —1I 1=1I1=1 I1=1I I W O W tLU o W I=III I I I —III —III z z 1 111 I I I —ICI i I I i I I —III —III —I 1=1 I I I i I —III —III- ' FOOTING I-1—I—I 1=1 -1 I-1 BEYOND PAD REINFORCEMENT -� I-III-i I-' (3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ' C;' q\ , •• 2 R O F F S S\O ' 0` �� r/rf!lllljt111' 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. ECID pPp N N # (� N C,4 C `r' °' LL w M Cn M M j LLLLa y Q u. Z •mNcO , 0 m m J W r0 F) fh ILZ t °" 0 J OO❑ W U "ramt�`'' Z 2�i M z z ¢ _ _ �, 13 N W U_ s .., .0 � N �C U 0 LLJ U u) C cD CM M = w z 0� i3 0 E 0� o Zo oa w0 F— Q g. � o oa Xz N d L o °do ww mZ o °� o z z N J �m az w 20 fn < 2 g� 0 0 W t1 U 3 .20 aLL aZ w � Jr o �s �`�"�` = '_ zl°d a ° 3 �ce) > 0 .� Lo Q C o ^� m 3 r T�Tee 0 04 O T I Li) o r e— E (0 M N o e7 E O E Z c C a E Yj v 0 JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MILFROM DOUBLE 2x TOP TONEAILS SPACED EXOF BL EVENLY j PLATE WXIMUINTERIOR HEADER FLUSH TO OUTSIDE OPTION EXM EXTWALL FAWALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++' + +; STUD W/ (3)10d NAILS CRICKET AS REQUIRED I 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 OOF 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, MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALLA SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 .') 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK W/ ( BLOCK W/ ( NOTCH LINTEL WHERE REQUIRED 1) #5 FOR CONCRETE PLACEMENT ■I�!�� . +�I■■ Irlm • • • a •. • • ■I■ICI ��i■�L■ -III �I! NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Uj o FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 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 GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE ..' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. °a a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Nw 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 -(t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a !ARAGE IOOR uvvn r rv+vr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. OA U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS 12 ((TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (- O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONN ECTOR 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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48° SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 14116d TOENAILS TO Y6P 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 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 LINTEL ° SIMPSON SIMPSON SP4 - , SP2 -t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U r 2x TOP PLATE � co 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE:NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2)16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 o B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a v d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 fitr y,, O W ,`��`•V v ' C) \ Vr :• c • t� o p Rd '•• ca 0, A ? •ESS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F o I of pip Q g S N i! V N cq C# i4 u_ LLJa yi r'n��� a M v_ W N 4. Uj fitJ u-LL -0. K Z t @ O O += 00 J N _ Z L -N MQ OJ IL Z OU 000 W (D z z J N (n cn Z U s LL (D N (z L. 'S U � a 0 r,r g N Ly N YZ0N o co U W J t ¢# Offit o M M W Z � Iv Qa E: o 3U V zc ao go � N i ado ww m� ro N c o o o ZLL z q) J <� Q W �i W m � $ Z �w oLL �. o O co I_ ax lo uF3 o d- >M � W � `m L0 to ' Q C cYi 0 ^ W m = r N 0) U') r W � N m z T E O c Z c M a E ui 0 0 ¢ 0 c JOB NO : 20-6221 SCALE : AS NOTED SHEET NO. S4 T SIMPSON HGAM11 W/ (4)1/4"xi 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 7\SIMPSON H10A w/ (18) SIMPSON SP4 wif 6 1 Od x TOENAIL W/ (2) 16d NAILS SIMPSON H10A wJ (18) ( ) NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SPA FOR 2x6 WALL USE " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF a5° t 24" MAX. TOP CORD BLOCKING BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. @ 4 KIC2x8 SYP#2 "L" BRACE TO „ "L" BRACE TO EXTEND EXTEND AT LEAST 90% OF MAX.O.C. EACH JOINT W/ (3) @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0"' KERN0/C. WEB LENGTH & NOTCH AT M& (2)EN TOE NAILS @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)1Od 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 1/2" CDX PLYWOOD OR 7/16" 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM �1 THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED IcyDO pq w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD7 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 2"x6" P.T. SILL „ " ROWS OF TRUSSES FRO INSTALLED PER MANUF. NOTCH L BRACE HERE @ 48" O.C. EA. END TYP. TOP & 5/8" x 10" "J" BOLT @ 48" O.C. J` WEEP SCREED MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 wl (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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION '� EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S`CJ SCALE: N.T.S. 5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) ' S 2) SEE STRUCTURAL NOTES 10d x 1 12 Al EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) 10d & (2) 10d EACH JOINT W/ (2) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 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/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48 � 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER • REFER TO DETAIL J N SEE STRUCTURAL---,,.OUTLOOKER F@ 24" 0/C ON SHEET S5 FOR � NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° � °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION -ill OF TRUSSES @ 1 1/ „. 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND • 2x4 RAT RUN BRACING 1 ]12' " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED N 2 -16d `7u� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d NAILS SHEATHING ATTACHED OSBW/ AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW () „ �� (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 1 " 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 2x4 BLOCKING @ 24 (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 O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. � LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION K, g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS ss "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 6 SS 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-ENGINEERE WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \—MINIMUM (2)16d PER JOINT \—MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C z w s • SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 4 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4'7 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" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. IN q1IIIIIN11 11■l0 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 11T SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) I- /-GABLE TRUSS `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9 0 CORNERJACK , C7 o Y V¢ tY w z m O U 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION f�` `�ti�11111tItlitlPf VV N ffl�f` • � Cp o <L .off CO �u /? O F E S S\ Off �� \ To the best of the Engineers knowledge, information and belief, the structural plans and speciflcabons 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 amd seal. 011 O N N N ib LL 0 C7) LL J 6LL. Vi r W L'LL Zad J Z rn 3 z� OF Oi �N0 WO LO M Z O J N Z �rJ ❑El❑ W z z J j a N z' - �- cn O LU 0 w s ul N in LLJ ® � E L N C n CCn � 9 W z � �o �° ,R _® E 8 �� oa Z CI N X U �o �� ww pp �, o Z • � c .9 iz ( 83 aZ W � JZ CID =1� s �cy) L^.1 B W m a .� LO �Q O L0 � , = >% 04 T LO T I Loo r E 41 (0 o) N m z E O a Z a v w? U _j Q p c JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. S5 J 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � MAX. 8' DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS 2"x JOT. PLATE W/ (2)10d @ 6" O.C. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. lx4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS #5 REBAR ` ' (n'P.) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED `4,r ' BLOCK@ SPACING �� O.C. ROWS NTO' 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH so° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH �� 1-1/ 2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STD. s @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. T BOTH CELLS HOOK (TYP.) NAILS 1O R WEB NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT LVLNOTE: METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN.TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL ND TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2° O.C. & 4" FROM EACH FURRINGSIMPSON TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. „ + " NOTC @FIRST COURSE HGAM10KTA 12" O.C. @ 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' -2 w/ (4) 1J4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3- /4" DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSESLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS at 4 SOLID W/GROUT COURSES EMBEDMENT INTO BLK.) 1/4" MAX 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)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ' •• BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION " 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA BRACE AT URTHER INSTRUOCTIIONS. M :. • :..; SCRIBE (NOTCH) FACE OF ARCH W/ (3) Od NAILSNAL OVERRAN 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. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6° FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X TO TO TRUSS TOP CHORD RHgN 1 r-OCC 5C-OCC ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. + �F + NOTH SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO QI 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED ' + + REQUIRED > ► ► '•� ''� B-B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL PORT TO TRUSS + ° • ' ° . •' • • #5 BAR !4" MAX 2-0 8 " SIMPSON SOFFIT + + ; ► „ ► p 10 • p. ► • : CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS 2X6 TO 2X4 Wit ► • '► IN TOP q 1 X 4 FURRING BLKG. &BUCK gd NAILSH2.5A EACH TRUSS KNOCKOUT/ N •.• •� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR � MONO FOOTING ' , • PROVIDE 2 x 8 DIAG. BRACE B CONT. W/ (3) , 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.lit LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED 000, 'MAX SEE PLAN PRECAST LINTEL Ai: o BUILT UP PLWD. BUCK - rSOTANDARD% ii HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN , TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, • -� • • �� • �.� , • • , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") _ • _ t , ,- , , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. VK ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION ROOF EXTENSION M REINF. PERLAN AND STEMWALL _ B B 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 PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACTRUCTION ENG NEEROF R CORD FFOR ADD TIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXISTING EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. PROVIDE LOWER DRILL 3/4"4"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W .W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM z E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IN. 3"CONTOCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' XIE EPDXIED o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & \ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP o S2 NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v a A REINFORCING AS FOLLOWS: "` CL 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. W. 0 `':' SEALANT F ► e p � :5 M g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ .n � � �° � g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL Q N FILLED CELL SMOOTH. DO NO FURROW. n ° . DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT t,. n SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. LAP 6"MIN. °' :;ri ElGRADE G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ct ° ► M ` . \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. � � \ � \ � ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT • ► ' �.a 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE • 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 OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION WEDGES FROM LOWER COURSES GLASS BLOCK SHALL BE INSTALLED A 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. 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 SCALE: 3/4" =1'-0° SCALE: 3/4„= -1-0 „ K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ' F,C '• ,- �,L�o J . �`14 v O R F€ S S `O f/�rrltllltttt 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. Q E pp 8 8 N2 19 0 N CD . - ="'0 J*W r LL LJL a M y W Ly r6, u LL a r1 ?' 0 J 0 W O t @ W. �i coo m 'M CV CO pjO1 _oa LW Z M J N Q OU ❑❑❑ W C z QN f'7 Z z J a N N z 0 — s` LL -, '0 0 LU In � c U g LL J s v _ � N � M W z 1X°a Q °CC6 12 8O wZ� ZE E NZO 0oU Z wd„ i �d o . J m f Eo Z c U N O oLL Z Q W W J a ' 8� w0 i0z N°W oLL J 4 JW �,���w 0 0 zta 3 o'it In >M � ^L M W \ / m ' Lsn CD CD a W m �• = Tom' CD Ln CV r r I Loo ro., r m (Ohi °' N Z Z E 0 E OA a3 C a U _j a ¢ tj c JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. SS U W 2 L CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING A 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. NTRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FSPFLATOP PE BOTTOM CHORD OIL SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES 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 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO, SECTION_@ ENTRY s SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE lo INFO T SEE FLOOR PLAN FOR 7,1 COLUMN SIZE & BASE CONNECTION INFO ...j 4 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO — SC EDULE/PLANM 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 F_� 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 22 SCALE: NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. --7/16" 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 4v. 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 4,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON Z LUS26-2 w/ (8) 16d NAILS TO j SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—" Z - (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 @ BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS �'p W Q'f NS •' � 1 s • CO 0�. '•., F L * Q•''•........ ////R 0; E S ``O\``\ 11111 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 - Residents[ 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 Ecc p°rpp°p N N ik N C' '_jm Q a0r_-U_LL LL 'M W N ° _ _'7 mLLLL a � . - Xz o 0 g� oc W(220,jO' on°° m a o a z IL � ° CN M Z N Q V� J W 0 z z � z a. v z W s o a)vt — LL fp M W 0 - a U 0 w VN (U c � � A . U � r-- E m $ c z MQ a so M w Z E Z. �M o0z• a E. ° zgE N L =a �o W .ram. ro C c ao 0 mf 0 ce` i z �g >z z W Q- � 3 8 o aLL g W S� J o JZ �wis o o� 015 o 'it Ln M W .� L0 ^ ' C) Q o ^C11 W m c o (� 0 N CD LO Ln N rn T Lo r I Ln o i r E CO °' N o Z T E H B Z m = a E 0 r a o = JOB NO: 20-6221 SCALE: AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. nru n r rn WEATHER ✓E BARRIER & IARILY SECURE WEATHER [� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS. 1. Cut, fold up & temporarily secure weal barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as f' in each detail that corresponds to the numbered items in the list o 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 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIC UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK VINYL SHOWER PAN T� 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 A- 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 1'-4" PER PLAN SHOWER SEAT n SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z g a CC W a U) W W 0 x m RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER 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) SELF -ADHERED FLASHING INSIDE CORNER Ground (�- FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 11 rry THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o °- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 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. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. .......... .•00.❖0:::::. 4, Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N O tV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W (I O N 9 � ((6JJ i_J C N � & p; I iu * U-� W W N�mR N CN U-LL a CN LL a W W Z IL air �.- zo o C a IX 0 O Co�J' 'f6 N f0 m Z IL oo rn C" Q N O Z U ❑I]❑ cD 93 V Z N Z Z o Q v a to z -0 �o (D_ Q rro 9 o U M OLU V) N r6 c m '5 �- co '® W 0 Q o CID �W Ix M N Z Q ao �o io o 'Zo _® UQ C1 1 XU a.o a U �0 i o o �F ZN ry C y 0 s moZ LL 0 > Z 3 n Z W C� Ui W2 yLL y F co G Y Vim' '0W °z) i chi 3 12 e W c� .� LO CO � Q C s W m = N 0 0) ,= J T r I Ln o r ,- ci (0 N o Z E 0 Ea N Z 0 U � Q p W °i JOB NO: 20-6221 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauge) 4112I x41r2a x2-i2w See Anchor 1(2" Dia. A325 Gar1e) (Typ.) 0 1 Washers Self- inking Nuts Back Cross Support (May be cut to W) Right 5Iracket (16 Gauge) Sep Drilrng Screws A/C Unit dvctom Edge Hurrkarte Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Braclket (16 Gau ) 9L' iK14 Self-Drilitey Scr'i'hru brackets 8 Back Cross Support Into A/C Unit 8ofttoim Side f h r hurricane (Typical: 3 each side for hu carve use) Sper6f4cmgsillgtau ingbid..liom an r-w-twishe=h t-tuttlitAw Ah BL;ax1r.. Florida Department of Business & Professional Regulation Page 1 m2 Building Codes and Standards V812018 Product Approval Application Detail 99ft Entity or JLts Pater ors Psnd m Qffi! MM Version Manufacturer Endnaer 8 Ltcerue ymldeted aw YaItI'Jilmlgutarnitted FBC Aooroval Approved Revision 2017 Gulf Coest Supply & Manufactunng• LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/17RO17 12/122017 Approved Category: Roofing (352) 49M778 PE-75519 (334) 3MI800 Subcategory: Metal Roofing infoilligut1boa9tsuppy.can CompNance ble iod: Evaluation Report from a Florida Registered Architect or a Licensed FWds Professional Engineer - - �yz -Quality Proaitd Model. l4lsrnber err Name Rodlud Descrldlon Geared Assurance Etmiretlon Dete Approved for Use Approved In KVHZ Outside for Use HVNZ Impact Resistant Dealan Pres+urs 1 0.0328.quo1; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +NIAI a✓er 1541241,qud; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok n .032&qua; Aluminum Gulf Lox 16&daud; Wide Me0 04A22024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.0PSF 3 1&qud; 24ga. Goff Snap 1&qud; Gulf Snap 24 Ga. 17&qld; wide Roof Panel 04/12r2024 Yes Yes N/A +N/A�--131.OPS over 15f32&qud; Plywood 4 1&qud; 24ga. Versal-oc 1&qud; Versa-oc 24gs 16.5&qjd; Wide Roof Panel 04/122024 Yea Yes N/A +NIA/ over 15f32&quot Plywood -138.5PSF 5 1&quet; Vers"Loc.0328qud; Aluminum 1&qud; VerseLoc min.032&qud; Aluminum der 04/122024 Yes Yes N/A +NIA/ 15/32&qud; Plywood -101.OPSF 6 1.5116cluck 24ga. Gulf Snap 1.5&qud; Gulf Snap 24gs. 16&quok Wide Rod 0411212024 Yes Yes N/A +NIA/ Panel over 15f32&qud; Plywood -116.OPSF 7 1.5&quok 249e. VersaLoc 1.5&qud; VerseLoc min 24ge. 16&qud; wide Roof 04/122024 Yes Yes N/A +NW Panel over 15f32&qud; Plywood -123.5PSF 8 2&quok 24ge. Megal-oc Min 24 Ga. 2&quok MegeLoc 18&qud; wide Rod 04/122024 No Yes N/A +N/A/ Panel over 1W32&qud; Plywood -10&5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 16&qud; Wide der 15f32&quoY 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/112/2024 No Yes NIA +N/A/-93.5PSF over 1x4 Wood Purtins over 1502&qud; Plywood 11 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam, 1 3/4&qud: Snap Lock. 04/122024 No Yes N/A -NIA/ 18&qud; Wide Roof Panel over 15a2&qud; Plywood -108.SPSF 12 26 Ga. 5V Crum Mn 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes NIA +NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 0e. SV Crimp over / 6/32&qud; Plywood 04/122024 No Yes N/A +N/A6131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. SV Qimp Rod Panel over 110 Wood 04/122024 No Yes N/A +NIA/ Purfins over 15/32&qud; Plywood -156.5PSF 15 28 Go. Gulf Lok Mn 26 Oa. Gulf Lok 16&quct: Wide Rod Panel over 04/122024 Yes Yes N/A +NA f 15/92&qud; Plywood -161.0PSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 164liqud: Wide Rod Panel over 04/122024 No Yes N/A +N/AF63.SPSF 15/32&qud; Plywood 17 26 Ga. GuffPBR Min 26 Ga. Gulf PBR Rod Panel over 15/320ud; 04/122024 No Yes N/A -NIA/ Plywood .154.7pSF Florida Department of Business & Professional Regulation PW2 pre Building Codes and Standards 12LW1e Product Approval Application Detail Aw 9B1ilvAssummor S n� Aposured for Use ApUFandfurilme iBWAR 211111111111K.012 kwed lfsraW" DOSIM ammm to 26Ga. GUNPSR 26 Roar Pimall am 1x4 Wood 04/122t24 Yes Yes NAA PMin ains Ga. GWB Plywood 761�.7PSF 19 26 Ge. GuMPBR den 26 Go. GWPBR over 15BUIUpuak Fywood 04M=024 Yes Yes NN1 -NAM -154.7PSF 20 26 Ga. GuHP8R den 28 Go. GLNP13R over ix4 Wood Pudns aver 04/1220M No Yes N/A +N#/ 15A211qud; Plywood -151.71PBF 21 25 Go. GUNM den 25 Go. GI.RM war 1x4 Wood Purms over 04/122024 No Yes NIA +Nov 1542&prd; Plywood -164.2PSF 22 26 On. Gu kM Mai 26 Go. OraRb ever 15W&quat Plywood 04A220M No Yes NIA +NIA/ -159.2psF 23 26 Ge. GdRb den 29 Ga. GtaRb ever 1532&gud; Plywood 04M2r2M Yes Yes Nhk +N#V -159-IMF 24 25 Ga. Gi111Rb Min Ga. GUERIN) ow 1 x4 Wood PMMts over 04/1220M Yes Yes NIA NAV I&G26 Plywood 64.2PSF 25 29 Ga. GuHRb den 29 Ga. GuMib over 1x4 Wood Purli s der 04/11220M No Yes N# *N#V 15002&quok Plywood -123.51PSF 28 29 Ge. GUHM bin 29 Ga. GLORb over 1532&qu t; Plywood 04/1220M No Yes NIA *MIN -146.OpeF 27 29 08. GJMM den 29 Ga. GdlRib over ix4 Wont Purms ever 04/120024 No Yes NIA *Nov 7/16&grak O.S.B. .101.OPSF 26 29 Ga. GuIlM Min 29 Gs. GtMRb over 7AS&quak 0.SA 04/1220M No Yes N# +NW -116.OPSF Cade Varslarc 2017 FLfi 11651 Application Type: ALL Product Manufadurw: ALL Cabin ALL 8ubatsgsy: ALL Appieatlan stalls: ALL Csnpllaros Medhod ALL GlMity Assume" Eramy centraa awkwd: ALL Product Model, Number or Metre: ALL Paadud Description: ALL APProvM for use In WAM ALL Approved far ass at" MINI: ALL Impact Resists-:: ALL Deagt F4efslax ALL Date From: ALL To ALL ..M 10MUE Date Pending 20 am %farsdm ManylistillM Validated By Q FBC Ahmmvat hwaLud a" Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 0&17/2018 08/172018 08232018 10A82018 Approved Category: Structural Components 077) "1.8368 PE-73778 (334) 300-1800 Subcategory: Products Introduced as a Result of infoosmartvent.corn New Technology Compliance Method: Evaluation Repot from a Florida Registered Architect or a Licensed Florida Professional Engineer Product Model. Number or Name gpduct,Doscrindgp Quality Assurance flon Did! Aporaved for Use Anorovad in HVHZ fs Use I Infdatfd Design $3ii{I@ 1 SmanVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +100/-100 2 SmadVent Model #1540-511 Dual Function Flood and Ventiefion Vent 12/312020 Yes Yes NIA +100F100 3 SmeRVent Model #1540-520 Insulated Flood Vent IW312020 Yes Yes N/A +100F700 4 SmartVent Model #1540.521 Insulated Flood Vent 12/312020 Yes Yes NIA +100/-100 5 6martVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A 6 SmaRVent Model #1540.570 Wood Wall Insulated Flood Vent 12P312020 Yes Yes NIA +10GA100 7 SmaRVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA N/A / .e-rF-"R-w,..�,� a,...,.,� ,• T: FL17244.1 _ . --"'"' ESR-3455 12/31/202D MIAn;;, I will" FL104462 ESR-2W6 12t31/2020 A3 A23 HD210 2 FL17232.3 ESR-3445 12/31/202D HU210.2 FL10856.4 ESR-2549 12131/2020 HD212 2 FL17232.3 - ESR 3445 12/31/2020 - HU212 2 1 .4 FL 0658 ESR-254 9 12/31/2020 ........__.._.......-...._............................_............_ HLT218 ....._....-''..._._._._......_..................................._..........................-_........................' FL17232-3 '-....._........._._...._..... ' '-....__..._...__-..........._....._..._........_..._.__.... ESR-3445 12131i2020 HU216 FL10856-5 ESR-2549 - -- .....__._..... 12/31/2020 -_.__._._.__._...__.___._..... HD216-3 _._-_--'--......_._._..._.........._..__......_ FL17232.3 . ESR-3445 12131/2020 HU216-3 FL10856.1 ESR-2549 12131/2020 HD26 FL17232.2 ESR-3445 �- 12/31/2020 HU28 FL10856.3 ESR-2549 12131/2020 H028-2 FL17232.3 ESR-3445 12131/2020 HU2&2 FL10856.4 ESR-2549 12/3112020 HD410 FL17232.4 ESR-3445 12131/2020 HU410 FL10856.9 ESR-2549 12/3112020 _.-........HD412_.............- FL17232.4 ESR-3445 12131/2020 HU412 FL10856.9 ESR-2549 12/3112020 _.___..._..............._..._...__._..__._.._....._...._..__._._...---._._.___..._._....__......_....._..._....__... HD610 FL17232.4 _....__.._......-...._._.__......._._..._.._.____...______..._._..........._._.........._._.__.._.... ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 ........... _............... _. 12/31/2020 HD0410 FL17241.7 ESR-3444 12/31/20120 HUCQ410 FL11468.11 SIM20DB04 12131/202D HGA10 FL17699.1 Evaluation Report -_ _._.___ __12131/2020 HG 1OKT FL11470.4 SIM20DO03 12131/2020 HGAM10 FL17699.1 Evaluation Report 12/3112020 HGAM10KT FL11470.4 SIM200803 12131/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 _._...._._HTA18_..___.....__.____....__FL17680.4. ___.._...____.._. Evaluation Re part I. 12/3112020 HETA16 FL11473,5 SIM200802 12131/2020 HTA20-18 -__..._HTT16 - FL17680.4 _ Evaluation Repot -_ _ _ 12/3112020 HETA20 FL11473.5 SIM200802 12/31/2020 FL17324.2___..._..........._..._ Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/202D HTT45 _ .. _ -- �- . FL17324.2 Evaluation R _..___... - 12131/2020 HTT22 FL11496-1 ES-0130 1213112020 HTw1s FU7244.8 ESR-3455 112 12!3ZOIZO FffS16 FL- 10456.22 ESR-2613 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL1045623 ESR-2613 12/31/2020 _.._..._...._................_......._-....._....._..__......._.. HTW24 ......._......_.._.__..............._._. _. FLi7244.8 ....---.._..........._....._.._....._..._... -"- -.-._.._.._............_....__._._......__.. _. _ ESR-3455 _..-.. - __._... _ 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 __.._..._..� _.....____._ .__.._..__._.30 FL17244.8 __. _ ESR-3455 12/31/2020 HTS30 R1045828 ESR-2613 12/31/2020 _._...______.._.__._...._.........._._...._..__..-........_._..__._....._.._.___..__.__.........__..._ HTWM16 _._. FL6223.2.__.._._._ Evaluation Report .-.-._..__.._....._. .__EveluatariR 12/31/2020 HTSM16 FL11473.11 SIM200802 ------__-.._ 12i31/2020 HTWM20 FL6223.2 12/31/2020 HTSM20 FL11473.11 SIM200802 12/3112020 HUGT2 FL6223.3 Evaluation Repot 12131/2020 HGT2 FL10458.18 ESR-2513 12/31/2020 __....-----...........__.._.............._......._..........._.._.__.-_.__._. HUGT3 _._. _._._...._........................_ FL62233 _..__.....__.....__._._._..._.........._.........__...__.._.__._.__.__......_..........._._.-.......__._.._.__..._.._.._.____ Evaluation B2RW 12/31/2020 HGT3 FL10456.19 ESR-2613 ___.. _._ 12/31/2020 HUS210-2 FLi7232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-114 ESR-2549 12/31/2020 HUS212 2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12131/202D HU_S26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 -'�-'-'HUS28___....___._. FL172312.6 '- _._..._. _ _.__......_.ESR-3445 _. _._............__.__ 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12131/2020 _._... _�4..__.._..__._..._... __..._._..__..-_..FL17232.7 --._....------_._._...- - .._...._..._._... .._........- ............_..__..._ ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12131/2020 JL26 FL17232.7 - ESR-3445- _..__.....__.._. 12/3112020 LU26 FL10655.104 ESR-2549 12/31/2020 _....._..._........ JUS210 2 ._._..-_._._._.............._...._................_.. FL1723211 ....__._.._ _..- -- ......_..._......_...- - - ._..._...._......---..._.._........ - - ESR-3445 -- --- __ 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12131/202D JUS24 FL1723210 ES -3445 12131!2020 WS24 FL10655.109 ESR-2549 12/31l2020 JUS25 FL17232-11 ESR-3445 12/31/2020 WS25 FL10655A11 ESR-2549 12/311202D JUS26-2 -FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 12/31/2020 7 11 ESR-3445 12/31/202D WS2B FL10655.113 ESR-2549 12/31/2020 JUS46 FL1723Z I l -- - - -�- ESR-3445 - _........----.._._ 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2015 12131/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST80 FL10852.7 ESR-2105 12I3112090 LSTA12 FL17244..18_. ESR-3455 LSTA12 FL10652A ESR-2105 12/31/2020 -LSTA15 ..__._... -. _. _. FL17244. 8 _...._..___...._......._...12131/2020 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12131/2020 LSTA18 FL17244.18 ESR-3455 12131/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12131120120 LSTA24 FL10852.4 ESR-2105 12/31/2020 ___._......LSTA30 _.__.___.__... _....._. _...__..._.................._ FL17244.18 __._..._.__.-.___............_..__.._..__.___..._....._..._........__.._........._......._..._.._____...__.._.__.._._._...._.... ESR-3455 12/3112020 LSTA30 FL10652.4 ESR-2105 120112020 LSTA36 FL17244.18 -- --_--- -ESR-3455--...__._.....__-�- 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 _ ....._.._.._...._..._.__._....._......._ LTS19 ..__ .....---.-...._......_...__....._....._...........__. FL17219.2 _-- - ER-0200 - 12/31/2020 LTT19 FL11496.3 ER-130 12131/202D LTS206 FLi 72192 ER-Ii 12I31/2020 LTT20B FLi 1496.3 ER-130 12/31l2020 _ LTI131 - - FL1T1192 ER0200------� 12/3112'020 LTn31 FL11496.3 ER-130 12/31/2020 ............ LTW12 ___..___..._........FL17244.8 _._. .............-' .. - - ' ' -_. _._.._..........._.................._.........-'-'-----.._.._._.._.._..._._..........._............._..._ ESR-3455 --.. 12131/2020 LTS12 FL10456.29 ESR-2613 0311202D WGT2 FL172402 ESR-3447 12131/2020 LGT2 FL11470-7 SiM200803 1T131/202t1 MP3 FL17244.22 ESR-3455 ..__.._.._........._.._.._ 12/31/2020 LS30 FL10446-15 ESR-28M 12/31/2020 _ - MP34- - _._. .......... _......_.................... FL17244.23 _.... ....._.._... _ _ _.......__..... ESR-3455 _._.....__......_._.............._ 12/31/2020 A34 FL10446.3 ESR-2606 12131/2020 MP4F FL17244.24 ESR-3455 12131/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 __.__.......MP5T_........_._.__.._. .-- FL17244.22 _..........__ __....._..ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 12131/2020' MPH3516_ FL17240.3 ESR-3447 12131/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 u - MSTA12 - FL17244.18 ESR-3455 12/3112020 MSTA12 FL10852.8 ESR-2105 12/31/2U20 MSTA15 FL1724418 ESR-3455 12/31/2020 MSTA15 FL10652.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10652.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 RL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 '---.- MSTC40_..._._....._....._ ........_FL17244.26 _...___......__....._._ __......._._.._._........-.___...._...___..._..._...._-------...___....--------..._............--"---__.._._._. ESR-3455 12131/2020 MSTC40 FL10852.11 ESR-2105 12131/2020 MSTC52 FL1724426 ESR 3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 __.__....._.MTW12- FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12131/2020 ............. MTW16 -_.__ .__.___......__._..._...-- FL17244.8 - - ----- ESR-3456-----__.__ 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 _--MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12131/21120 MTW20 FL17244.8 ESR-3455 12131/2020 MTS20 FL10456.36 ESR-2613 12131/202D ........_......-.......__._._.__'----_--- MUGT15 --.._._._._._____...___..__._..._.._..._._.....__.___. FL17240.5 _... ............. -. ESR-3447 12/3112020 MGT FL11470.9 SIM200803 .......__-__._._._ 12/31/2020 NF11435X12 _NFM35X1811 - FL5782 ___....._._.._._.....F1.578.3 _._......_.....__. _. Evauation Report 12131120M MBHA3.56111.25 FL13904.6 ESR-2616 12l31/2020 Evaluation B2pLd 12131/2020 MBHA3.56116 FL13904.6 ESR-2816 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/202D _... PHA.._...._..___.._ ..__._. _. FL17219.3 ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 12131/2020 PH)U3516 FL1724120 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 12131/202D RFUS FL6223.5 - Evaluation Report 12131/20201-111 FL10456.5 ESR-2613 12/31/2020 ...... _.... _._._.._..........____-_____....___._.__._.._.___......_ FL1724427 ......._.._._.......____.._....___._.....____._.._..._......___._._...__......._....__..__..._.........._._ ESR-3455 ..._...__......_..__......_ 12131/2020 1-110 FL10456.6 ESR-2813 .... _..__.._........_....._._ 1213112020 ..__.._ ..___..____..______...........__...__._. RT15 __._._..-__.__.._......-__._._._.___.__. FL17236.3 _.......... ....__._._._......... __. ESR-3448 12131/20120 H10-2 FL10456.7 ESR-2613 12/31/2020 .... .. _. __._..._...._RT16-2'_..._..............._.._...._..._....__...FL172362 ............................................___...._.._...._.........-_._.._-.--_...............___._-.._...-.-_........._. ESR-3448 ._.....'-_..__.._._......_ 12/31/2020 H10A FL10456.6 ESR-2813 -12/31/2(120 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2513 12131/202D RT3A FL17236.3 ESR-3448 12131/2020 H4 FL10456.14 ESR-2613 12131/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 1213112020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/31/2020 _.......__....._.__._.__....._._._..__._.__..__._-�._._.-.-----__.__- RT7 FL17236.3 --.---_-._.-_......____._..___.__...._______._....__.-.-_--_.- ESR-3448 --.__.._..-.._.._._. 12/31/2020 H25A FL10456.12 ESR-2613 _._.._.._..._._._.._._ 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM2008M 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 FL17244.30 ESR-3455 12/31/2020 SP2 PL10456-42 ESR-2613 121311202D _SPT22 SFT24 _..._.__ ........__.................._..._......_.._..__... ....._._...._.._.......FL17244.31- -.._..........__....._..__..._._._......__..._._...._...__._..-..._...-- ESR-3455 -- -'' ---' 12/3V2020 SP4 RL10456.43 ESR-2613 _ . _.._...._....._...... 12/31/2020 - --SPT4 FL17244-32 ESR-3455 1213112020 SP8 FL10456.44 ESR-2613 12131/2020 _._.............__.__.._.._.._...._._.........._.... SPTB __........._..._._......_.__ FL17244.32 _..._..._....___..._...._......_._........._ _...__..._ ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 ._---- 12/31/2020 SPTB FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/-2020 _._. ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/202D SPH8 FL10456.48 ESR-2613 12131/2020 SPTH8_.__._..__......._.____-FL17244.32 U24 FL10655.141 ESR-2549 12131/202D SUH24 _.._.__._..._.--'----..__.__..._..__......._._._ESR.3455 R-17232-13 _..__.._....___._..__._._.._._.._ ESR-3445 _12/31/2020 12/3112020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232-16 ESR-3445 12I31/2020 HHUS410 FL10655.4 ESR-2549 1213l/2020 THD28-2 FL1723216 ESR-3445 12/31/202D HGUS5.25112 FL11468.11 SIM200804 1213112020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12131/2020 ...._..._..__......._._........_. .._....___...._.._......__..__...._.__..........._............... THD412 _._...._..__'.__..___.._._.........___.._.._........................_..._. FL17232-16 _...._.__._.---....-_......_......__...._..........-........._......._..-....._..._-..............._............._._ ESR-3445 _...._._..-_..__.._..._.. 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12131/2020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 R-17232-17 ESR-3445 12/31/2020 MSTAM38 FL11473.19 SIM200802 12131/202D ....._..._'--_ __._.-.._..__.._.__...._._. UGTS3F __._. _. _.____._.._..._..._._... _.. _.. _..... FL2033.1 ._.._.._.._......_.._.........__.._.._..__.._____.__.....___...._..._...._.._._._._._......__...... Evaluation Report ..__....._._..___....._._ 12i31/2020 MSTCM40 FL11473.19 SiM200802 12/31/2020 -- 11PHD8 _...^ FL17219-5 - - ER-0200 -12131/2020 HHETA20 FL11473.9 SIM200802 12l3112020 ._... _..... _................_..................._...._...................... - -'---._...._...._._....__........._........._..........-__..._.._.._......._....._.._...._.._..-.._._.__.._.-...._..._............-...._..._.._ ...._.._......._"_____._._........._......_ - LGT3-SDS25 FL11470.7 SIM200803 ._....._.._.....-._....._._... 12/31/2020 ...._._................._....._._-_........ ...... - - _____.__.._-..........._.....__..._......_......._..____.._.......__..__.___..__.__.._._...___...______..__..__.._..._.._..._.___...____.__.... - - LGUM28.2 FL11473.12 SiM200802 ___._._......_._.._._....... 12/31/2020 July 8, 2020 l PRODUCT APPROVAL SPECIFICATION SHEET 2o,8 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the intbrmation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate Subcategory Manufacturer Product Description oval Numbe Test Pressures Exp. Date 1. EXTEMOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FI20461.1 O1� . +67. 7 0 psf 12/31/2021 ThermaTru Firber-Gassic and Smooth -Star (NON -IMPACT) A ON P C 1. FL2046 6 +67 .01-67.0 psf 12/31/2021 ThermaTru Firber-Gassic and Smooth Star ONNMPAC FL20461.9 +67.01-67.0 psf 12/31/2091 ThermaTru Firber-Gassic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FlberClassic, Smoothstar, CdessicCralt, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL1533Z I - FL15332.5 +40.0f-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 8)9 FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W5 16XC7 FL15279.53 +30.0/-30.0 psf 5/21/2028 CI Building Products Residential WdndCode Doors W6 X7 FL15279.85 +38.0/- 42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 16X7 FL15279.102 +37.0/-01.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sit 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 pef 10/8/2023 PGT Series 5500 FI239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/2612021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem lank Lap Siding and HarddePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Sdid and Vented Soflt FL15272.1 - FL15272.2 +70.0170.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undeda ent FL12328.6 N/A 10/1812021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum GuNLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson St -Tie see chart B. TRUSS PLATES ITN Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 METek Industries, Inc. Truss Plates FL2197.1 - FI.2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cost -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following Information must be available to the Inspector on the jobslte; 1) copy of the product approval, 2) APPUCANTS DATE .4... N N L Cn -Cu W U L O Q Q O 2 C _ C5 -l--a - N Cn C 0 O .O (� U- `0 - > � E � .� O C !� L Z O a- SHEET NO. PA 1.0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pager 1 of 9 12/1212018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pella 3d a 12JIY2016 Florida Daparbnant of Buakleaa & Pralto n6d Regulation 111M g Codas and f8ardads Product AWwW Aofts* r DOUR nP 1 d l +alo,a Florida DaparWwft 0f Buslime & P ohs"lW Regulation Budding Coda End Btarndrds Product Approval APplicallm DOUR I410019 CU 0 C L n�A♦ Q O ^V/' �VVCU O 0 C /L L O Q � O � O LL- C.., cy O �0w�`U O E � O .6m cu `~ •� ,^ v' �?? i O Q Coca FagOLpc QNL 1)Bb ➢bif.hDaOa Gale 7Jae 21W90 Maw SiPDil9[ Enwn...aLlaem. VYfdaedrLv ypgap(pm $YYalatuf FHG.A--I eagmud E4kLL Revblen 2017 Therms-Tru Capention Riky"m Lyndon F. Stlsnkk, P.E. Rym J. long, P.E. I(IMVA17 07/129017 IUM62017 12M272017 Approved Cd.pory:EldwWDoors (419)2WI740 PE-4U09 (813)781-M 9ubCwspory: 9mYnplrg FxtWw DewAwmMes ddm®mMdgmnaflwds. ComplanceMemud:e4skfion RepWboma can FWIMRogmisred AmhKed w a Uc~ POW prde=w"&Igtuw - - - - - Qy IWAppgypb Aenroved/w Use Asemvalre Use IM2161 21&Is0 S.a• Product M.dN. NumbrwNem. . kL= gmkwLu= lk&Iw d Inma 1 a. Thum Tru Fl wr-Clwwc Lid Smsot"m Nominal 66,039;8 &qudNwNrMwJ&qfa; Opaque 12131Q000 No Yes W N/A Conpoie Edge Faaryloss Skgle Dow Q-AV"; AV"; X coMgwwon) Nom1md "9,*C 1/2M No Yes G.911111. 11111112ILK 20 21h Da. P.Mne gp(p L21 Vs.[- L S2ffiMG Endn.waLinroe VYlmtedfly V Ind t d SUbNbd BIGAmmnl Apgeypg Iola■ RvvkWn 2017 Ttsms-TN CaporaMtl Rick WW L7rdaf F. ScmoML P.E. Ryan J. King. P.E. lV132011 12MWAI7 12212017 OV13=8 Appm-d Caeeory: Mderm Door (419)2MI740 PE43409 (013)767-6550 subCsteoery: SYrgig Extedu Dora AasemwMs rkWe gmnsnaarss. Compumee M.mod: Eakolon RAW from a eWn Fkmkis R"Wwed Ardwod w a UcensW Fiodds PrdalwedEphww tLaen4sutlrmaWdb,. - `. - Quety Assurann AA, r ,d for Use Ammad for Use hnosot Detail JEW rrotlud Malty. Numbs nlem. rrotlud WectleNen Cmr4reet FsdrdMn Deb mJfyHZ O.I.M. WHZ Resident prey— 1 a. TMm&Tm Fbw•Ctassk we SmoWI.9w Nominal 6&1U9;8 dq xd;N* r-Impml&gM; Ops" n2/ Imi No Yes No WA Composts Edge Fbe SWpe Dow PnwrWgKXflswlp; x contprYMn) 20 Alan d* aft afthoft 9■ mu *oft am" fmdRl■ OLAUMN a■sai &me nwlltfrrn =7 TuvomslneCorperatlon RickWj/e NPU"Aeasatbs& RoweaKft P.E lz2w 17 OaRV2017 1=2021W Apprund Cweflwfy: aemalO7Oba1m (414)20M74C tlaae0e+ueM NfNbY (S13)7974MM Bfa4Nt9ery: aeaphp aeN+trDeorAeeenlbbs Completes W&st Casio" MWk w Lb" corm dCafalllbtllb aainouLum AmoWielm food MaFm fe 1001! gwmoxgz Bohm lam■ 1 a. IliquatChodoCreMispat W aquotMendwA* by a W LID OPOpw W Gbawd Fbefpbo Dow oft 1213112121 NO Ym me NA ThwawTlWgWk WWW"100610 .b+ewba WCuWa fl,E9208l Mal IN" no to QdLbmft no ml rich iblrm 20" OdEKLLb 1 3ktvam MIN" Edo" a ao and &memo low laaYllbw 2017 Thw WT/u CaPawbn NgeW40k [ AAoow�& Alta l .E lamO l7 0921!l017 122MW7 AppnoM Caepe+y: BOMIOfDeeO (419)2MI740 OrCslsasry' 8trbalg OdrbrDeW AeartlWr �' Cary/eteebb&al Cwleooden Wakw Lbft eWa amislAmdaOt 60MO VAM a■mud&Ad Ulan ALLIbl imi EWAMIREMON goolLoOLIVILUM kLtm fm11■tmd: Ma■Ym flr161R 6 d. &OaoRbno09Fsfw6gnot wd aWoclargSMmcby a o d aO Ops" W Gland Pbw#m Doorw1h 123WW No Yes No Mn ThwMs•TIWgaC W Wom awast, bwwbg and ONWAft f. a Fbw- IMsic W mo er Composts Edge Fbogbss Single Doer gnavkgrotdw%. X Lwf0palon) 9 I. Tho m&Tm Fber-CW* W Smoo&Stw NomWd 6&d39;6 aquo4voMmped4qum; OWN 12WIM No Yes No NIA COmposla Edge Fbergbu Single Dow 0navkg/Oaewbfg: X cwr6gur0w) 6 f, Thwei&Tru Few-Cbssk a l SmodMStw Nominal SWIM;06quotNwI pMagat; Opegw 12MI/2021 No Yes No WA Compost■ Edge Fbagim SkgN Dow on-ftiCtArmn9: x dolippdon) 9 I. Thwm&Tm Fbw-Classic W Smootr%w Non" 661935A &gtlolNwHMpwd&qud: OMted W3112021 No Yes No NIA Composts Edge FbKglBn Slob Door Onsw **A , X mrdigundon) No IWA 14 n. Therm►Tru Fbw.CWgcWsotl Sm-Stw N*mInr 8&M,,Q 6*WMMmpW&woI: Slowed 12131/2020 No Yes W WA n. as Cwryfosta Edge Fbagtas 9kgb Door Composts Edge FbergMss SWpb Dow g ;x Preyaag; X ea epxa9on) Florida Departaxrt of Business & Professional Regulation 9.p.2 d2 Florida Daplub w d Bushma & Probalm Rogulallm nee 1 ai Florida Department of Bwlnaa & ProhaNpW R4guiallon nor., a, Fbdda Dgwftw d of Bulbwa & Picks" Reguldori Building Codes and Standards +r"M Buull ft Coda and StarbdaNs +atom %"v Codes and Sblndrde Imam Building Coda and StalldYd{ 1rao+e Product approval Application Detail Product Approval Applicatloo DOUR Product Approval Application DOUR Product Approval AppRGalloR 04M Ant Pradu.4 Nolen. NumbKw tbnw liidtbLAeecLflM cmbaa EmkY,wa oa. Aemovad fix Use AMOTtem jor U, m.lmli oubBlam ka= Resund gala ft— aett� mill rid■ t&M.r.o[ lllRts 96�d ilmrrAlldre IIIRIIidlt go no RaLbl is am ri0iem fmarrd agA■dW am=" drm > ml rid■ lYdirLsm lade SM&mLLbm lomid k MOAM idol./ DdLbm a go fu A■■sl anmad lad SARUM fib ml riddle talks lnkLdif km= Maki" Man aft Ndim ambo d DEMON flm f7CAnium a■msd Mrd 1 2 3 4 5 SERIES 420 ALUMINUM SOD SERIE642DALUMINUM SGD SERIES 420 ALUMINUM IIGO REINFORCED SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD OXO 12rJ12020 145-Y46gWFXW&quo:NON-REINFORCED 0IC, XO, XX 121312020 SERIES 420 &quo; NON -REINFORCED 96&'p.10O SERIES 420 ALUMINUM SGO REINFORCED OXO 12/312020 14&Y4&quotxW&quo; SERIES 420ALUMINUM SGD REINFORCED OX.. 12/311=0 XO, XX 9WUotx98&quol', SERIES 420ALUMINUM SOD REINFORCED)= 12r112020 143&quok06&qudl NO Yes No Y.No No Yes No Yes NO Yes No No No No WA N/A WA WA NIA 1 pbyWn 2017 �!DIOWL2010ftam 37 Copy Staeap nodfab Caffpwgl Cae/wy, t30efbr Doom seblbNlary BeMbrnw Galfbr DwAsssmblew CenPaeaes ll9lfOw CWNIWtlon YWkMLMBp 037 WOO PANZI81: 64A, 94, 73, 75. 1800, 19% 78. 7BV, 4101T, 4RBF. Rear, OW. 2RST, 46.42.84 48K 42% Me, GD6a, ODMV, Or6l, OtWV, MW, AMIN Foes, omv MwkV*NWW is Taft "MUM PA awymodis (612)7701002 low. (03)PS0086 terteWlYO�opay lam a" Pon oft, 260ea sbob.CW(UP b VP W" 062VW2e V09XX) W?4•, VV G=p Door WNW? 0In00017 12N6rm17 Aooaaif L m lafmi gddft= MIN= No Ym No Appmesd mad■ .30 PBFM pm R ,, 2017 W j 53 Cbpy ad" pfWueb CWrpwty tTwblery: BOMbrDOM aabQwbyery'8edbeN BOwlor DowAseemble CteplteW Nelmd: Cwtl6oMlen MWkwufa'g 053Vw•18 PANdF153: W& M. M 76, 1M0. its, 4M. 4RW.O W.6RBF, 41L 42, 56, 40 k 4211, 60. MM GOW OnM, MMII, ARM, ARMY. SOM, MM11 MmIkVYeeMMN .. ,ITmag SwMWm NA► G"ftO w (513)ric4 2 W (513)51166M mmewWBWOtlepayaam amdkA� aid Pte Sabi M 00400fab40wr(ar b/e7 06MV= Md) 10043000E80174: WeOwsp Dow 111120021117 06400017 amarakft a■m No 12me0O17 sukR l lid Rod" YW No Appmeed awn_ lam■ ,CO PW430 PBF Rsetlon 2017 )tj 10 POT bA9011ss anacr9Wr. Sabo BdMbrDOWAWMn01W CkwplwrW eb&eC Cel90oMtrf MWkwltlhg S0D4M alas Mlob- 1 Detefbmk MlwKowbam LXr MMWAOsds BCCO-VAL 1 gimmasommilLm Vkgl aa"Otte Dow 04R42r1 121209M7 11rAW17 11111110 901kkM Yes 1112/0017 mdm Yes YW Approved a� NN Florida DWrbnW of Bu iron & Pr bolor sl Reguladw &"V Coda and Sterid ds Pea, a, imam Florida Department of Business & Professional Regulation Building Codes and Standards Pepe 2 e(3 1r or2m FloddaDapeMlerd o(BLaN(sa & Proknirlal Regulators BuR(&p Coda and Standards rape, dl +a®,e Florida DOpamfwd of Business & Proh■bnal Nodidim Building Coda and StrWrds p4R l a l 14m16 Peodi at Approval AppR-d- DdW Product Approval Applic0lon Detail Product ApPmoval AMNaftn DdUR Product Approval Application DeNW )Sct1YM gob ml MOWN III — 2D17 soda= C1aWEE OFIbbn dAADQ Imo ceepe+TDOrtrDOM 8++0ellM7 Eewlw OowCatpeasab Camlpassss Ilalw! CwrreMtn Mwh w L1ea10 RfmLr im.lM !�&fmal Edell t Owlofba ULLJD Ted noRML PE (a41)404,2644 0"W84W deeatlnaevesewebby More )id MR ONLemor mod" all !� 111401210117 10001WIF ode ammo 12VGMT f MposW William am be mewo rsvwn 2017 Clow B,ala,OProw,Wb Ownpwp CagrpBertrDeWs prpblwto BwdWsl &Baler OeerAoaaabe complrre dmbok I3 almtlen Nw k w Lttlq slam FANbdLLIUM riim Mork VWdwbN hfbMtTeeag aMy, NA Gary Pblehbr NIdw041002 Its.p13)6104MM 1111113) Iayaera & .29b ill IIRN 017 010,1012017 Ii1tSM.BI 9ne arLAMEd aaid 112010120117 a" Approved BA%mn&M go& ma rieft 10Wlden 2117 REMMUM Cbele&ft* Produeb CWWW Cwblay: &dM, Does aeaCeaVa+Y BsObW Isr Dow Aeeteato Caspleess, N aadl oldrAl lwf Mo k or LYWg 1111tr godo rimmom IlakV*BWW he"101IT4dle Sarvlmw 140. Gery P%~ 1 wwseYrM00tlopwy.WWm � till g� liri 017 0011100017 29LBOM 9m frame" MEMO 1210lr1017 Rmd App osd aMA 1&5 SH FfS lam S R ddwt Edema 2 52x72 FW)Flwge Fmma n/SO Single Hang 0 0&2029 No Yes No +Ba-W I.A.Insted Glass pmai 1 00. 707,727,747, W 947 BhdsW Pis of Doors 91r1A■■l■ bddtMar■O■ onest mbdoam Fkwh, Olwwd. W LowmW single W peb of 1203112026 ho9aanowdom a■mditiktm awim laJliQ MINIMUM YM YM loom MaWm Yte awn aJ WA ill! M At OMV"PArp2F1p' 7% 76, SW 04,42,48,421, 4e111, 4018T, OW, OgM. GPM, ARM, E M god kAm &16NL2mmN M amomL 6i■ Loo SW Pon bnkf. 259a) Stpt•Cw(up b 9V wMe) M11302020 V0000DEWNVw GNMODow alsddhL m a■■dikLau f&IaRQ 9ad■mRa No Mood animm YM No !lam flan■ WB PORLO PGF Masi 102 102 VI618IIN&VIS., 73, 75,$$A, 04, 42,40,428, 4M 4Rsr, OW, 90M, QUIa Arts, fDM gmdkA0lams emooLR Ea 9nouLas ■ oLm SMl per, gam. 26 Ss.) DwdobCw(Wrto Wr 052II202111 wNw) MROCODEM?,k VV&owas Door AEMBSIO Lim ammouv kit gddklOtlQ NW M fits !Le■lm Yes No laid■ Edina .37 PSFA41 PaF ■ — cu Florida Deperbllenm of Busbress & Professional Regulation Building Codes and Standards Pepa2 d2 Florida Departinent of Business & Professional Regulation Building Codes and Standards Pape 7 012 6727r31m Florida Departmit of Sualrwa & Prokoft l RlptAatlon BIIRdng Coda and Ar I Papa, a+ iaepia Florida Departrnert of Business & Professional Regulation Building Codes and Standards page f d2 law= O Product Approval Applkedon Detail Product Approval Application Detail Product Approval ApplloWto DObR Product Approval Appdkatlon Detail ■ >S rta+e1414a714 eAuda ale rif71g0 R-W. 2017 Ld Ml Vnrdovra and Doors cat"My. Mfntlowe SubCYepwy: Fixed Coopller UdhwtCwtNosbalMewwListing Endt, or � f VYkMlwb Brant S111gw Amerkan Artr9edunl Steven M. fhkh. PE (717)365.3300 MamOackeen Association (717)317-6454 bM W"mmvd.ocm jag 2& Dale pent lrm ydlaMm FaC Aeerovsl 08O42019 0604r2019 AIMBYld ow72019 � Approved �■ tall& rin7 Revision 2017 POT hou®[ POTlnausMas C*sq": Vgn6oy EW plant ry: FhrW CeanPlmnNlYhod:CartaeesonMonicaLldlnB Edon Jens Rd EomIN.0. SOCOt riadrtoc Jens Rosowfld Mlsml•Datle BCCO-CER MNmFDaW BCGO•YAL (941)48"IDO (788)315.2590 Wn oeskiOPWmWskisa.e mt ➢sip ate rililee W27rYW EIGAISImId Aldo am 02r15tZ020 0127r20Z0 O2IJa2020 _ iaNat AppravW !al m• ■� PA his 2017 �� POTMdablu sobca F VAnam CelrOaenwelYlfslCWMowIWMwkwLbtg !;� lbl� �� Dewfllook ummdO o=.Can MYa&30de9CC0-VAL &Uw opsw4 (709) 3f606M 9nt Mao ri� aalaldm 12200017 120012017 OrLAMMO Mao �A■� air 1225=7 :m. Magi nedud 11,W- Uwdlw, SUN aadw A,furmfne Aoornwd fix Use Amrewd In HVHZ fix E Mgt RNWl9d gram p—, cu ■ d� i1i4a i (YoWsct NodN. RUMwa Nerns 16s PIN 94dllt Centred EtmkaelOn Dds 73 x 72 Wmd,led Glass 04/082023 AmrovW for Us* AoorovW forUte In1 fj OWN& NVN2 No Yes l No 17StlID I' .80140 amenif, Use AM�INIIfor Use IOW 219M Maas 7 wasm amp Mots Noe* laletlOLAMriM f�fmf� MqI Shgb Hollow AIm aliedmLlm Ill�i YM li■et � Yde Yte 9dm hd RW — 6 PW-5520 awn9a Morale Woad) Ynyl Fbced Nfintlwv 0{rJ02025 Yee Yes Yea NM Florilte Deprbrwrk d BLMbiaa & Proftaft ReVANO Build Coda and Sfaldnds Product Approvel Apola*m Detail! 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Report from Florida Registered Aroheect or a Licensed Florida Prde0lglY Engineer Plaids In N F rrd of BWlaas & Protakmsl Regulmion Foretell Bulking Coda end SWlndrCb cam is Product Approval AppMeOm DoW Elimmadi also Alum rim mum ENNbdmm gum INANKALram RWYIn 2017 LV. 7bWoWk an dba7h N"o Metnbav* Tny CYtdeee 2YdnryR Plod callow. R" lost Ilimn 9.60shier Iteeg Amesambs 20 ems a Megsilprtdwp..- Oarsmen oampgrwlbamn: asshueen Raw Ourn a Florida Becalmed Ardftd or a Liawsad Flodde psoM..MM Et+glseer B Lr! 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Tracy Lane Mleni-Oade BCCO-CER Meml-Dade8CCO-VAL 1013N2018 10MM17 111012018 Approved Ceregory: Structural Components (863)697-9484 (786)3152590 Subcategory: Insimlon Fonn Sows tracylene@carpamercom Compliance Method: codification Mark or L s&V Quill Aesur— Aoaroeed far Ues Aooan d forthe )mpact gffiIaD Plmt Product stater NunberorName Product oeea Aron ConaeotExohatlan Deese in HV)IZ Qaaide HVHZ Brdmeet Prsmas 1 EPS InWlatlon Expanded Pdystyre a Docit Type 04/112022 Yes Yes WA WA Starch Crherla Code Version: 2017 FL e: 14281 Application Type: ALL Product Manufacturer. ALL cdtsgory: ALL subcategory: ALL ApplicationInitial: ALL Complarce Method: ALL Quality Asa smnc. Edffy Contract Expired: ALL Product Model, Nun bar or Name: ALL Product Description: ALL Approved for use in WHZ: ALL Approved for rue outside HVNZ- ALL Impact A.M el : ALL Deslan Prase: ALL Dere, From: ALL Date To: ALL N N N Q C Cy -0 I..L ♦V O O O O CU O CU M e0� E O Cn O CL i..ier �'Z^Z Q z z W J YZ C: 0 m eeeeeeeee� CU Cn 0 ♦� Jc U) CU O L_ CL C C/) U O V L °- VJ V `MU W cut G Q Z Z Q a SMT NO. PA 1.2 11