Loading...
HomeMy WebLinkAbout3125 Nubbin Ridge LnALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS REVIEW ®ATE ORDINANCES CITY OF ZEPHYRHIL �� PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Air Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or 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 HIS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KNVall 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V, Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WOW. 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 WC 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 U.;ENN/�R� 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 SIN 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. i ff CV jDeti !�• 1 L - v lit^i N "YOFE S1oN 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. H F cp 00 008 N�� 00 Q O CD 01 W N k# O N M N C: ZN LL IJi rn tl� �LL� wLLaa C"'W a > z CIL O✓ Y -0( 0 m m o m O W W mo�CO ag¢p� E o a z R 0 N¢coZao5= U Z I-- J 0U ❑❑❑❑ W Z N O C, CO13 z o Q M LL N U)vl z (D o Q) a--+ U W - � a 0 ci ► V) w F= E 02 o U on r.0 �— E o g U ) fn m Sm o w Cl) M zZ U 5 ZZ Q =o ,� =o Q@ C L o E U Wo Z® oa X O �¢ 0 OU S� O� (V @ Itao a Z ¢o d Z d C/J c y U 1.2 mi o U Z Z a� < Z rn o� Z ao 7 0 Qo _ w w� =� >°_ o � z¢ a 0� .s ACM = >ca L ai rn Al W � �> C 00 m CN O 2 W r N o • Z LO r 0) CV .— r 0�/M T ui E c M „ o z co Z = E O vi cc E 0 a c c a _J a _J JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. C S UA w Z �11 r�mm�awl®m r�� �enllr�mmr� mmr�lrr�rrnnmrmmf mrnrnnanrmann ���� 1 F I i TYP @ 1 STORY A S3 H.B. \ _ _ 286 2168 I ------------- �— i I �J o V I W a 00 Cl)�_p�- ---i I I K TYP S4 GARAGE U N TILE iv I I I @ o I y 15'-02" `° -�—' OPENING OPT. OP . W �D 1 I I I I 5,-0 20-04' I 7" `.� FAMILY RM b DYE VEN I I I 2 CAR GARAGE VAULT CLG. CARPET r�1 11 =N 5-SHHANSON BOX 8 -O CLG.I 00M M �f --�� —� N16" DE @ 36" A.F.F. 0 IP ------- I ¢L REF_ J 5 -O" L= EDGE OF SLAB 2" I Lu 11 O zo =� I -- BEYOND WALL I O I I Cl) I I X I I 2�' 2�� 2'I16" — — —t 20'-04' I I cv I KLO 11 I I I I V-47 Ir 0 2:12 SLOPE 4'-0" CEILING I I I 9'-6" CL I `n I a Vv C9 I I I I I El co I I!X v l I I I 2'-6" �� Q I ENTRY z! I I I El I II O BUILDER TO PROVIDE I I S3 I j 8'-0" CLG. III I W.H. APPLIANCE L o PATIO I I 53 — — — — — — — I li� I I PROTECTION WHEN I N ILL — — � = o ° CAFE _ I L u— `I REQUIRED PER FBC I C_J )--— — — — — — — — — — — q O VAULT. CLGI I 0 `O K r co CARPET I 16, I 8'-3" S3 101" 6'-8„ '-6" 3068 7'-48" 8, C? (3) 2x4 #2 SPF FOYER ! O I w/ DTT2Z o "' I V 9 -6 CLG. l I I Cl) 5'-8' 10" 4'-0"I H AT 74" ------ 8" 1 ILL I o —�----- ! B.F. TYP @ 1 STORY R&S �N R&S =a zR&S — — — — — _--- — N------- --- cn� z _ M — — — — — — — — — — — 00 166 W. I i S3 (3) 2x4 #2 SPF _ I w/ DTT2Z .0 N AHU 8'-0" CLG.` I 4068 B.F. 4068 B.F. I TYP @ 1 STORY - CARPET I 2668 `� 2668, A CO � TIOWNER'S 8,_2" f 8, 0 2-44" 4,_2" 3,_74'8'�„ S3 1 BEDROOM M SUITE AN 00 Loo I 8'-0" CLG. 8'-0" CLG. 5-SH 16" DEEP N CARPET ! BEDROOM 2 ON co to CARPET LINEN C R o 8'-0" CLG. IT ( �A N I 60"x36" - CARPET cn O N o — SHOWER � L' 2, - 15'-Oq' F I 1„ TIILEL� 8 -52 ! O 3 0 ul 10'-4" 5'-3 ' 10'-5" 01 _ IBERGLAS N F, 31 30 �0P BERGLASS "� - CS AC PAD I DN _�URROUND T TYP @ 1 STORY 25-SH S3 O HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.OE Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20 X 38 j 18 j X 37 j S.H. 14 20 X 501 18 1 X 50 S.H. 15 20X63 18�X62j S.H. 16 20X72 18jX71# S.H. 11­12 271/4X26 26X25 S.H. 11-13 271/4X38j 26x37 S.H. 1 H4 27 J X 50 j 26 x 50 S.H. 11-15 277'X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 52 X 37 S. H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 JX 62 4 S.H. 36 54 X 72 52 4 X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A &H. FLOOR PLAN - ELEV-Al SCALE: %4'=V-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. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -30.8 © +29.7 / -39.2 C +28.3 / -30.8 0 +28.3 / -36.4 +26.6 / -28.0 r +26.6 / -32.2 �G SEE SN SHEET HO SEE SN SHEET ME 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND Ii111111111111111 • - + 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 "Al (TRA) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. /TYPE EXT CONIC WALL I R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) I r f + 4 'NN Lj /?0FE SS0 To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. W �! c`o m v 8 et N ® V it i# O O O m O M N N ONO LL LL 00 .,:., ch m '� U- # W 0 3 ' y M W y ai5, as uo > .` �Z p0 - m m O 1%<,& W �o m M r- rn a E T _jo CL 2 m N Q M Z a O a U H O U ❑❑❑❑ W C — N a <c 13 M ( o v LL � --d V .0 Cn Y L.UO ® a N — u, o C6 F— U —m u, m = E I o a, em o M w M I o z q ® =o w1 ' }0� ¢@ z® oa U F- xo O¢ 00 U < O E N do Qo aZ C: - y mo z� m Q W 2 V, ¢ Uo < z a z C� ?J O Jz =� >° o �t w� z< a 03 12 > CY) L m M 0 '' c 00 N ^ Q15 O m r N p 'V— Z L.C) T i cD N r T Ew VVM N T M 0 z CID Z E O N ca C a v ¢ a C JOB NO : 20-0557 SCALE : AS NOTED SHEET NO. 1 Cm 'D N c _ 00 Z. O I 0 _ Q tf') L.. C U 00 00 0 Z. t N 3 Q 0 E m E co J co LZ U 0 0 U 0 U y I Y 0 U J ti N N 0 0 0 0 0 rn 1.,.1 0 m 0 O �i KITCHEN ISLAND G 0 M 0 N OPT. REF. 0 O KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE I CABINET 00 � O~ O~ d- LL U- O > CNI M M M cM T 0 M a N HOOD O co 0 RANGE 0 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER I — O CN FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Q TOWEL BAR IN a TUB OR SHWR. TOWEL BAR aW. ON BATHROOM WALL SHWR. o �_ VALVES _ TW o 00 2 1 SOAP - co 00 o DISH v ire to iO O O _ d o 1 M co Q TUB BATHROOMS, SHOWERS AND TUBS MIRROR I 60 O I I I O O SE 9 04 CIL3 W M 0 r, < 0 LL C14 0 1 C1 4-J Id 0 tfco ) Ca 23 00 CN E 0cl ca CD LO CU - OWNER'S BATHROOM INTERIOR ELEVATIONS. SCALE: ,a _, -o 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT rr O BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE 0 CABINETS o 0000 00 U- SIN I` I O O 2x } 'n o0 FRAMING �N - 1 1 1 /2" GYP N `'� -1 N co -1 BOARD FIN. FLR. T _ FIN. FLR.- CLOSETS / LAUNDRY 2x P.T. SHELVING )LE PLATES ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" (y1{ Y QCy,� 1 OlzeSs1• 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. (mqq� Q 0 ® _ a a LL \ > m� d d � Y mmo§ Z � B N Q O Q M Z W M � W z ? Q Q O � N M f0 'ry O V lL ` V LLJ O D_ � o �N�N r— _o U CO w m = OL c.i o y e sm o w Z M p �Z¢ i U- zo Zo QE 0 0 Q N O z V w? oa 0 a O � <p irw C/7 C O � z in a 3 8M� g° a Z o= =3 O a O � d' z¢ OU 3 co '> c 000 � N Q � O � N LT-0- 1 N *— r T ui � M VV M O Z E O 2 m JOB NO: 20-0557 SCALE : AS NOTED SHEET N0. 2 - I � I. T ._ '1l--ll(,iiill.I:, Sil�.,lulillkIII J I;Im,tl IL61tJ4YI,IIII,iIE1JI:I�ri I I I 7I I �—T I OWNER'S BATHROOM INTERIOR ELEVATIONS. SCALE: ,a _, -o 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT rr O BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE 0 CABINETS o 0000 00 U- SIN I` I O O 2x } 'n o0 FRAMING �N - 1 1 1 /2" GYP N `'� -1 N co -1 BOARD FIN. FLR. T _ FIN. FLR.- CLOSETS / LAUNDRY 2x P.T. SHELVING )LE PLATES ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" (y1{ Y QCy,� 1 OlzeSs1• 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. (mqq� Q 0 ® _ a a LL \ > m� d d � Y mmo§ Z � B N Q O Q M Z W M � W z ? Q Q O � N M f0 'ry O V lL ` V LLJ O D_ � o �N�N r— _o U CO w m = OL c.i o y e sm o w Z M p �Z¢ i U- zo Zo QE 0 0 Q N O z V w? oa 0 a O � <p irw C/7 C O � z in a 3 8M� g° a Z o= =3 O a O � d' z¢ OU 3 co '> c 000 � N Q � O � N LT-0- 1 N *— r T ui � M VV M O Z E O 2 m JOB NO: 20-0557 SCALE : AS NOTED SHEET N0. 2 - I � I. T ._ '1l--ll(,iiill.I:, Sil�.,lulillkIII J I;Im,tl IL61tJ4YI,IIII,iIE1JI:I�ri I I I 7I I �—T I - I � I. T ._ '1l--ll(,iiill.I:, Sil�.,lulillkIII J I;Im,tl IL61tJ4YI,IIII,iIE1JI:I�ri I I I 7I I �—T I 1" x 7" SMOOTH TEXTURED 12 SILL /BAND V HEEL 5 a, 4'-8" T.O.M. - HDR HGT. I - - - - - - - - - -�-- 1 \ °D 00 1 " x 7" SMOOTH Zo TEXTURED SILL / BAND—\ 18 0 FE E: I El 711 El El 71 E E:1 El 17 LE=]l - 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF SPECIFICATIONS 1-0'---- 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) F.FL.--------I----------------------J-____ 1I---I—E---11_--_JU--- IJ——— 1A— U U--_11— — — IIL---i-------- FRONT ELEVATION - Al SCALE: 1/4rr=V-0rr 4' RIDGE VENT 12 12 5�m, - T r ' �5 19' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. r SPECIFICATIONS LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior piaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 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. i rya i" INV a GJ U 0 O >� 0FES510�h� 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 F a _ E � m o 8-'4 W 4 0 � 8 J J V C" Q��7 W L�' U, co ik '�Np :3N 22 J 111 LU rL LL rL in Q N C7 >mLL -,D& LlJ Vl as W0 Q' Y ZOO Z Z @ o p� 00 O ,) mo��O ¢0�¢o W Z LLW IL E m rn O) .- N O NQr)Z J n rL X O 2 00 Z V U ❑❑❑❑ W o o z Nco Z 0_ N N � a V ri. 4--+ U cn ® o' L 0 tt L") _ w o 02 U r° w rn r— m E O 8 I x� U o c U) 0 e ® 0 S m o w M co ¢ o Z LL E zo Zo d O E U Wo ?® oa +�� Cl a< ° 00 Oa N 0 L 4o w Z . @ U:)0 - Qp 0 U 0 m i C O oLL Z Zw [n J < ° Q z N CL 3 1 oo 12 wLL ga z �W v 3 �0 F- aLL =3 �0 CD co V lia z¢ ar �� AM .s C = >M ili CD 1 �o � W '> 00 J O �1 Q N o W � 'Cr f N � O • N Z r L T LO W 00 � fV T Z Z E O Cn CU n U w Q p JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 3.1 Cm v s rn N 0 J LO 0 I 0 i x C a> v v 00 0 0 J L0 L0 CD CD O v+ c Ea 0 0 E FT E 0 x v J N LZ 112 U 0 0 O v y U 0 i U d z a� I i c O C 0 J O O N v n 0 a 0 CNd 0 0 W m V) 0 00 T.O.M. DR HGT. F. FL. T.O.M. 19' RIDGE VENT 12 5� 12 5 4' OFFRIDGE 12 "­'�5 REAR ELEVATION — Al 4' RIDGE VENT SCALE: 1 /4"=V-0" 12 ;S7E�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTITIOUS TEXTURED "Z-0 FINISH ON C.M.U. CEMENTITIOUS (NP•) FINISH ON C.M.U. (TYP.) F.FL.-------------------------------- RIGHT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE 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 50. 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. l 4 SE • N U s C'�� •• • d F O • V Q F �, OAP 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 a 7 80 � r-00 N c0 Gp N 4k ® 0) co N n N rD J J * W LL LL H -3 -J -p LL LL !L rl i» -. � >mLL W N � as rro 0 W0v ZCo�Z mmo U yW c oEd Z LL I —NO N a M Z <0=)Q z 01 °d O F J g ❑❑❑❑ =10 W th � N � O 00 O z z S Q= 1 M cl-E3 N U 'z'nn 1W V LL T V7 Y /R W a V Q U r) 0 N TS W F- c E O V r- :) m m W � T E o i =9 = 3 N U ) • �c m m n � o CO J w M M z o z Z a J E zo g Z <N CD- Eco Z® Z t _ E N ia `LO o O UO ¢zO t< o a? 'E5 (� - o0,Z �o m 0 h p Z J <w �z a" O O W 0_ OLL� a Z N W ao dZ w r� C:) Y 7 0 >° CO N a F oU 3 > L N rn m Al W m 0 c 00 co O U � C) V LO N Z T r i 0) N r r EE E 00 �ni T M o Z Z E Q Cn `n B m c m0 FLU E � v w Q p c -J JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 3.2 ,..i ,oaf H 2" 1" iv 2" N 00= CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY FNOT,I DETAIL TO BE 1" 2" OPENING VARIES 2" � BUILT W/ STUCCO. EDGE OF OPENING 1'-10" - ^ iv 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1-54 MIS 1/2" RADIUS 1" 4" VARIES VARIES M = MIV CAP iv 0 ih 2�" 2 2 VARIES VARIES SIN 1 1/2" RADIUS 4" L' 3,, 34 4 chl7 r 3" � 2 N T06 SIN 3" r 3" 3�� a � ML VARIES 12 M 32 11" 32 1 8" 1" 2 1/2" RADIUS BASE i0 r • N BASE 4 , • 1, 0" �N 4„ 12 *NOTE: VARIES 8" 2" 3„ f-E FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING NG 2" = �N 6 1'-6" 1" 1'-4" T 1" 24 • c° 1-1/2" THICK ri 1-1/2" THICK 0 9 N 4"10" 24 _ 17 N r� N�'[ 10" 6" � N4 4' t, 2 - (V 6" 2" 2" N m w _ cn w _ M 24" 1-1/2" THICK 32" =I� r 2'-4" 7„ 4" 52" 1 5„52- IN co 1'_4„ 3" N M 5i" 4 a' 1" 12 T VARIES 41 VARIES 1" 2 iv I VARIES VARIES 4 8" 32 Q`5 I ap to �� 2' =1N M 3.. �ti 6" 4" 4 2 Im - KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" Op = KEYSTONE F11 OPTIONAL 3 4 ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH • FOAM/SMOOPS MATERIAL IS ACCEPTED 1H 4' 1 64 14 12 54" 1',112 524" CO 00 �Y 3'-8" 4" 3'-0" 4" 10" 1'-4" - N 7 i� CN 1" N R63 �r CV o0 0 MMr • 2 CV� _ _ 0 1'-1" 1" GENERAL NOTES: v � ra � • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH i Cl���ta�ct�,irrrr ow Q` • f•NS�• ,_� ►— Ll = U I FL ESS /t11114t1� o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E. Q 00 E V 8 m co p"- m N 0 ik N I• � C) C)� N C t` N J J N LL Xk m W ® d M�� - J* W W W LL a a Q C-1 N mLL. W a s 0 z > < Z 03 C N W. m O O �E°�'rn ¢Oaf Z IL(�{� T@ N ° N Q c o z Q OLn U 0 a z ° 0 J ❑❑❑❑ W N 2 N O _ � o 2 O Q � Q J M U) d N M N ^' z o 1V/l u- • V w O � Q .O N rs, wa U 'm w rn r— e O m i = U p N C U) N Q O ® O OT O O CC, w M z o z < LL- c,i E zC 20 >N ¢H Q E o w a�= z® O t--' E 5 O U a ¢ OU 0 0 Q C—::, wo a rW rp rn C:o wm O ° LL Q) J ¢ ¢w z v7 N !Z og LL z z a nw W U w <o �k c.0 � z¢ a 0�3 0 2M = > C'7 N rn W � •> c 0000 CID O C O 70 W O C) I.f) Z N � T Lii T I OM) N r T— E 00 N C� Z cc z E O W ro a U -j ¢ CIO JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. F1 — _—_ — 11111 Ill, I ii hFTEIR 1,111,J11111111, r'i, 111 Is 1u 1, 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. POWER CO. INTERSY: BON TERMINATI01% NEC 14, 250.94J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. )pper to lights & outlets 3pper to 20 amp ckts copper to W H copper to Dryer i Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a Continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET �- GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN IIQ, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �{]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR C0 CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 N 0 N r-- N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW- Q 08 4 ID r-00 N 0 0 0 iT 04 0 N J It to J-— LLLLaa Q r<7 c) m ii W a.d LIJ 0 Z �� Y 0 03 mmga �Y� 'M_0t- Q2 ¢0 W LL ILW 2E°'O' CD m N a Q M Z J0CL 0 CO ¢ O = N U H J Z U ❑��❑ W N z o oo OD oo N 7` O I d N N M Z a c o 1079 Q) V! lL 4�+ V% Y fo w g �U o 0 Q O,.,., IN un _ G E wa U `O r„ m .... r--- 2 E 8 x S = U 0 ih c U) v ¢ � o ®0 ° s o0 o w co co z O z � LL_ E z os z o Za Q O wj ❑d to K O ¢ ¢ OU O cm -a N M i ) e0 ¢o rr Z �� � Cn _ C . no mE o o � z Z 4) J ¢w 20 Cl) � ¢ z 50 2 t� 0� LL a z w w U ¢ 0 Qo aZ _ �3 ?j o w w¢ =0 >O C.0 V z¢ a 00- �M a = > (o ai m ^L, W M 0 00 ca Q � � O Co la) m E C c) T- 04 .� o LO Z N T-- Ln Ln r � � N r r 00 r M o ca CV Z Z E cc d E U J Q ICU J JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 4 r � ._FIA Uh ,n,riu n..0 to ul I jLJU lil rn 3 v S 4 C C S 00 No J L0 O I 0 C N .D 00 O LO J rO LO O I N ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Rule Ridge Off -Ridge (No Upper Ventilators de Upper Ventilators) (Must Provide U Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 23.00000 1,000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. G 0 M, i f SE NT Ul W. . 4L a\\ ,f aF,It/lf i 111111110 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 Q Lo 00 Co _ N (p #pppppp N Q 0 0 0 0)cif J J O N N N LL LL CO H Z, a: LiLLaa a co r a� mu 3 n a= O Z -0 U) 0m0❑ �QCD 'mo�CO mi W 4= S E T �❑ a 0 Z LLW Of _� N O y 2Q NQ(MZ U 0 J g Z OU ❑❑❑❑ W M (D 7 z m MOO _ W W z iz (D J (7 CL O M Nn t0 Z o W .0 V�- Y w Q n a N � N EO N f— o U m w m m E zr— [ ��V () ) N c `n � Q u 0 ®Q o w z C13 � ILL.zo Q 0 ✓+ p Wo Z ¢ g �o <� z® oa U CU C O C X O O¢ az Cc) O Z d C N 4) .. 0 ¢o W ' ra U - Z 0 < y m(D O Z >Z Z ZF J m 7� ¢ 2N N oa '�zo LL a mw =I= ¢o 3. 3 CD u i Y a o cD of Z¢ o~ U 3 E2 co L m 0 '' c 00 0 a Cfl N r CD •— Z i.f) r N N r O T 00 V�i O z E E a U Q p JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 5 "� _ �I _. . I I Ill 11 1. tl. it,ll 11 III IIiit'Ah-IlKillit W I'll I lklr'L4 c G v on TYP @ 1 STORY A U.N.O. S3 54'-0" 5'-28" T-15' 2'-6" x 2'-6" x 1'-0" 3'-0" W/ (3) #5'S E.W. ;5n H.B.t i 8'-0" 10 2T-6$" MbI 1-1 ' I (-�-1 (2) #5 VERTICAL ■ I BARS I I I OPT. D I QPT. V1 TYP @ 1 STORY I ^ t "�' — _-----� - 3 1 /2" SLR iv U.N.O. in EO A II _ 1 K S3 i� cq ■ INDICATES FILLED CELL w/ 3000 PSI— CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN CHASE TO I I ISLAND I ' ' I I I KITCHEN ISLAND LOW WALLS BUILDER TO PROVIDE APPLIANCE PROTECTION J WHEN REQUIRED PER FBC S3 I HOOKED FTG. DOWELS 5" EMBED "GRADE �C- ( EDGE OF SLAB 2" W/ 25" EXT. ABOVE SLAB 4p i I BEYOND WALL _ 4'-0'I STEEL" 25'-6" I I I 20'-6' 7'-0" r STEPS AS REQUIRED _ II ft=--tea I (- I� :: I II ` II o I I I I II L_ JIII 1l' 1„ T`2 7'-12 (2) #5 VERTICAL x W ifl Ln 3 BARS x PER FIELD CONDITIONS I IIr-illi,]Y I PROVIDE 1 %" RECESS - I I II ��IZ K CC CC - ■ FOR SGD. REFER TO I �o II LL_h MASON'S SLOPE FOR N I III I I /,�\ W.H. ` S3 I S3 r — — S3 WIDTH III D.W.III I :: I �.......... L III C� �- III ■ — — - o —L — — — }� — — — ■Nt ' _ O _ o r `" --- 16'-11$„ 8'-641I — 31/2" SLOPE T O -3 1/2" I �4 OP, T-15' I 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE %2' x 9" I N L S3 10 �- — — HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR v ■ ; I 3-1/2" MIN 2500 PSI CONC SLAB OV R 6 TOP OF CONC./ PAVER TO BE 4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4' 4" ' • J ' LO 17'-5$' i 36'-681I vo. . TYP @ 1 2'-6"x2-6"x1'-0" I ; STORY U.N.O. W/ (3) #5'S E.W. �9 I CJ - — - - - _ EAH — CJ �n - - I- - CJ CJ - — - - -- ! 10'_10$" ■ ` I HVAC CHASE l I CO BASED ON LOCATION �' ,o ...' . '. '. '. '.: { - I I jI Cl) I I I I• _ I I ��� , II II' {II C 0-0 ,I I ■ 17' 2$' 2 _g 2 _gl 2'-11$"II I I• I I: io n 1 I L JI } 10 ff r. 2' TYP @ 1 STORY A U.N.O. S3 2'-90" rI-All FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 114 SLAB UPPER 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w Cf) a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .�: ' : ; _•" '•_ REINF. SEE FND. FOR ' • •. ;r QUANTITY • ;; ,',�. ;r #5 X 25" X 25" CORNER '�',�;' '� ;��' '� ;,; �; �_ ; ; :' '•_ BAR ONE FOR EA. • • ' HORIZ. REBAR, TYP. ., . .. '. ..:. �' • U.N.O. •, • • "Alternate: �; • The reinf. bars shall be ��;,; ;� ,; •';;:,; "r,: •'��,;•';�; Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" d ,.�E• •`o L `dfr 4OFESS%0 •. 'f 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 a 00co `o 8 N p00� N U # 0 0 m D J J M N N N 'n W LL W V M -j 'o UZI *j as ) LL N LL a i[03 2 ct � aLL W Z — 11% 0 W CCU a;oW =C) OO m co CN•_ 'Faol� 0 3 u LL N Q m Z z U U ❑��❑ W M z N o — � S z o J M � N E3 N M z o Cz (Dru T •O Vj Y Q WG N f6 N — LLI c E ' - U CO w rn E o g i i = U 2 sm o CID w M M ¢ o Z z¢ J aE o i o oo M a Za E v �_ H @ O E R� O ¢ iiz 0 o U C) aZ z CD W O 4 J L � C ❑ O Y mm m �o O LL Q% ¢w �z N d) ¢ 82 g° Q LL z N w W �j ao r- �� O yz w< i3 C7 W0 O V za I aF �03 �M ,o = > C'7 ai rn n` W m O �> c 00 co IN ^ O N C Ln N Z � r Ln r � � N � r E ' y�/M T M o Z co Z E E 10 � N c m FL U ° v ¢ p c JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 6 1 i:, ,t. ,, il L-jTi i i TnrF,-� 1 ul'-A oA IiI t M-t a 5auui� 111 ". rew,tu uAilla Bt. ,A. 1 I I - I 1 1 IN 1 11, 1 -T UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. a 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) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 * 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 HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING 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. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" ' o (0, T . PLO OrE SS%0'(4 P��fltdfP6i{ii�,lt�! 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. 81 Q � m 0 0 10 N_ 00 O V N � # N 0) O O O pr O M N CV LL 10 CL LL LL H rn N M W h >Cu-3 an-Y Z -0U)� 0 m C N oo m O O W 'Fa ore° g°2B, 2 Earn J a z ILW o v@N0 QO3= NQM2' U a z f- J 001 W � M N O o N z o � — Q � � M N M a CU � _ - `V W O ® a O G) cn — ,�, E N o �. � c) M w — T E 0 i 1 (_3o 0 U) �R o ®0 c Q o O cfl w M co z O 5 z z Q J U_ Q. E O zo oo F= � Zo aN zp 'T 6X o E O oa a= . OU Q¢ dz fV H Woo 60 W L (p C �m mO, 0, QJ J aatl aw �z u� a 3 n. 3 8 5z � W ci 3 <o Fk o dz w� =3 >° co V 0Ia a r ° 3 �M 0 = >M CD nz 0 '' c 00 co N ^ O 0 a C0 c c �. r- o O Ln I.n .� Z N n T_ L.n T— N r r M 00 VV N T M o Z z E O M a E U Q p� JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 7 �;�t ,; � I�,Ti � utlfill[ibl t u �IINHIY 11� � lar nt Ial�rllWiW� i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F4(4 11B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID e. CV Q W U O #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8F16— B/1T Q o Z tNOMINAL. r QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAI. ° HEIGHT MATERIALS . cTprecastTintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S (1)RETTOP ALTERNATE POWERS MIN..(1) REQ'D CLEAR O STEEL LINTEL a ° d .M.U. #5 REBAR AT TOP a ° n MIN. (1) REQ'D 0 1-1/2" CLEAR ° L7_V" D ° " a d ° GROUT o Q L e rn N H rn I Q _ ° O BOTTOM OF _Z F a w O LINTEL CAVITY w U) XO n —BOTTOM O tr U Z REINFORCING PROVIDED IN LINTEL ¢ ¢ C7 Co p i z 6 w < _ " O Q - D /� D i A, #5 REBAR AT B( 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) (n X o. �o �o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-0" LL O 5'-4" LL O 5'-10" LL LINTEL PLAN — ELEV—Al SCALE: %4"=1'-0" YfV CJ �✓r 'y0E SS1Or�ti���� � 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. WE a ci 00 �O �8 N r"co O 'V N # O r- O m� J —f M CN C to co V N� N# cow y �-1 U M u- LL Wa a- 0 � --0m W W d Y>-LW zZ_O0 co gC— W W Z @ 'co r— ET voQ m < 0 ¢ O NMZ Z C) ❑a ❑I❑o. ❑r�Jn m � m � z z o Q J M � O v Z � 0 �_ u_ Y i� w U � w f= o r— o tlr6 U °o a w m ` E — O 8 I� U o C U) Q In Y ®O O CDJ M M ¢ zo W z U_zo Q E O U oo o >N Z o ¢� ze ca I— E � ON U ar �z 0 p � U o¢ az L " o Q ¢ m (O U3 C it U e O O1 zZ N Q 3 ¢ p� wLL a1 Z :50 a �W aLL w r3 =� p co ¢ F N c� 1, a OU V S �M 0 = ;n > M � 0 cr) �> C ca 00 ^� Q U O � >7 (fl m r TZ o 3 O d. Ln Ln N � N T— �r r � T E 'E N M z z E O E IL Ci 0 ¢ o � JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. 8 �MEMMI nWE MErnmW. ni �, nrim � , NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2. 5, DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 XV GROUT FILLED MASONRY: Y4, 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 18510-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 - 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1,2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS„ PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cgrete overpog and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within T-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department be issued. by a licensed pest control company before a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE 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%8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. �..40 �' 0 4, F B O F E S r3 1 0 fEkilRd`�oo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WE 8 09 a cs-, N lot N J m W LL erg 0 w' m h J 7k ' cd rY 1-1W a �m, 1 WUY �rn� C13N 0z�-oo Z O m m 0 G 2 CO OENZO _jn mot- W Q=) 0 Hoag rnw� LL Z NCNo coZ LLD: W o U M 2 U ❑❑❑❑ W M2 (D V M CD Z N O No O z z o J M 13 M U)ul z o Q) rn w o •0 o w F- to o un o usa r- U W w m O 1 U o U) ® 0 o r~ C:,ffi co co Z Z J U_ E � Z® a Oou �= oa ou _ XO U 00 � 0 ra a� o oQ aZ i ao 1 J m0 C: C z o U Nm o °, Z r Z a� <W fn 0) � F g 10 Z Z g o a �w `$ K 0 = o� wa rNJ� o C)a co 10, �o = M = rn m Al W 0 C 00 cc O CL m � In Z N r T T ai Z T w 0\/00 M 3 o z z E O ti a E v` U � ¢ p c JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. S N 1 r�711T K; 11.I-(ohA ,i it PC , r1 flfii.l lhll t 11 1 6 1111 1 1 1 1 1 1 1 1 1 __1 _r v+ i aU v s 00 CD J r` LO 0 I 0 N i v _ co 0 J 0 I oc�1 i rn c 3 H a N 0 i v E aNi E 0 _ `v >r J y N I l- 0 0 UI U 0 a U CL i z y I Y i 0 0 U J 0 0 N 0 0 d N N \ 0 w m v CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX ¢ PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELLS STD. 900 HOOK r— BOND BEAM i U) w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION 0 INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4" max. Q_JClinch nails when possible 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/ " GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor Coll imn w/ Innd., N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker ,� lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G O O O 6-0" Q - STUB -OUT FOR 1'-O" 0 9 - GAS METER O o `n �t U O F i4 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls � �/ Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION 0 INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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.* t7 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6� A 1�" ROUND HOLE MAY 6 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) ' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) TI I �I I 1111 I I TI �� — Nail with 10-10d nails. T1=T Install tight to top flange. SLEEVE THRU STEM 4 ' �. ° SEE PLAN FOR °• • • • • FOUNDATION INFO a. I. STEM FOUNDATION GRADE REINF SEE PLAN \ Filler block. Nail with 10-10d nails. A. Backer block required where top n mount hanger load exceeds 250 lbs. �,--� Install tight to top flange. ° I I I I A T CA. Ililllll; 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height o� requirements 0.6 X Joist �o depth I -JOISTS BUCKETS N.T.S. II— � ii A/C CHASE 4" PVC (2) #5 RE BAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A �, ° ° (WHEN SIMPSON H10A ° REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d' ° d r _I I -i I ��� • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° a • . I — =I I I— l�llll'` SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION • . O -. ° _ ° d `PVC OR SCH40 SLEEVE PLUMBING U G LINE d a_ ahA. d Co Z °' '. • E . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ° d _� I� k -a•T _ ° a ° ° T I " � � SEE FND. PLN. SIZE & REINF. /1 N . e I"r ci R L0 ften'OFESSEO� p��`'"'ItStiEiittt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W S Q CoE cO oco ol N aD oo 9 m N N N - 9) N � N ik U LLLL u- ® - ' y iN 'L uu- LL a a LJJ M S a 0::)ii W "i '. a it 0 52 � 0 a : i T29ts m0W0 m13z o Wor-m0 W 2E°'O'aQ0 � NQrNiz LL < O a < z O U U !— J ❑❑❑❑ W Z N O z o d N M N z w o 0 C:l .O Q L,, cn E N w. U 0° LLa a— m — E as 0 3 = w j U o' c U) ®0 `c M 8' m o C�o � w C13 Z i ai p E o0 � w= aiv z® oco a U F— XO U¢ U�U 0� O E O a z 4 U < a Z J L N c - Z OY U m E o O- Z N _l Cn .2 �� Q ¢w Z MIME a o� �Q a v w MEN 3 <i; o� J W w¢ �3 1 r >° o CID z< a ° ,o 0 CO = >M L ui rn E D �> C 00 rr co N O m CO F_ IiE r_ C) .�. f No LO N Z •— L0 M r L0 T T i N ui 00 �� M o E -c :3Ls N v; z z E (=II U) c a- U J Q 0 c J JOB NO : 20-0557 SCALE : AS NOTED SHEET NO. S N 1 3 S L C x rn 00 LO LO LO C I 0 i W C 0 J L0 0 oI i a 0 0 i a E E 0 L 0 J i 0 U 0 i U i z I Y i 0 v 0 17 0 0 r N 0 0 a CD 0 W 0 00 v N FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL "jo ,�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.Q. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTSJJ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'4'. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II #30 (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ( ) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH ``' "' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° WWF OR FIBERMESH „ \ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° ° l (#15 OR #30) UNDERLAYMENT -I I ==I I - m . ° 6 D- I - o ° ° " 31/2"MIN. 31/2"MIN. FOR ROOF PITCH 4:12 OR LESS. 1 �I-1 I FE:- D • I TTI=r *- ° ° ° a ° " ° ° ° o ° a " Q ELEV. 4-3 1/2" o � . PRE ENGINEERED WOOD III I I I I TIT ° ° ° ° Q 2x4 CONT. ° A.F.F. 0 - �, -_ = - - - - ° a ° a ° - = f 31/2"(min.)- 4" ° TS 1/2"(min.)- 4„ I,� TIIT1_1 ____ / I III, TRUSS @ 24" O.C. U.N.O. 1- I - -T�I = ° ° ° a CN oo - D ° -I =T I I 1-' - D ° .I jj I I° ° d ° N rc r.. 0 �' r m 0 -� HURRICANE ANCHOR @ EACH =_ - -1�' I ° ° a 31/2"(min. - 4" T�I=T�1 - TI� TIT 31/2"(min.) - I I I �� -T-I I I- I 1T-'I I GARAGE DEPTH VARIES " ° �_1I j=I zz/ TRUSS (SEE UPLIFT SCHED.) W/ g jiT _I (�=1 TI =1T1=1 TrI=1T T METAL PL. UNDER EA. TRUSS e a ° ° 9 a ' 1= -� MOISTURE BARRIER 4 ��, ;T; I ,, 81, 7 -1 (2) #5 CONT. (2) #5 CONT. 4„ ''t-"-�q 1"-� SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrc C NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP GpNt�N�p`���� EDGE asEc�R ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" .N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �\ SEE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 2x STUD SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: BLOCK W/ 1#5 CONT. 1 " x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR „o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL -8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x 10ATE W„ „ J„ TBOLT @ 24 0/C Wl 2„o X 3/16 3RD LAYER 1/8 „ THICK. K.O. BLOCK (IF NO UP LIFT ON @ (10)10d NAILS 24" O.C. VERT. OR PLASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N,O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W �- NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH"BELOW - DECO FINISH 4" to 6" GRADE E v f 777 4 °� CNN M D OP 6 MIL VAPOR BARRIER ( ,t D �r 4 D • - f COMP. SOIL. - (COMPACTED TO 95% -1 11= MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (1 STORY) ON #5 REBAR TYP. TYP. STD. 90 HOOK (SEE 11'4' U.N.O.CHAIRS 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS 't z IN 1=7T7 III •y '. TT�� SEE A/S3 OR J/S6TT 11 I 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 (6) 1/4"x31/4" 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 N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE TYP. ASSUMED FINISHED ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o � . D m ° i i GRADE D N D ° D Z_ O0 GRADE 40 MIN. F- 40ksi #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] a MONO OR STEMWALL ° z M - -_ - D' . T r FINISH GRADE 25" MIN. LAP [30" MIN. LAP] g =1 I I=TI I- ' I=1 I ITTI I In D• ° FOOTING MONO SHOWN p p °D p :III- -1�T I R ° -LI II-- _ _ 00 LU LLJ I '�' FOR CLARITY o ° D p o ° o-III-III-III-III-III 6 MIL VAPOR BARRIER D '�-1 I °' _ TI1-- T Z #5 REINFORCING BAR R 1 7/8 -I ITTIT (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN, SHEAR_ 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r M , All o T o I I I-1 11=1 I I-1 I I-1 11= z -TrI-= I 7T- T 2 #5 CONT=T�lII�II II l-1�-#5 LAP SPLICE .5I 11 I D °=1 I=1 I -III -III -III -I • I =�f T= NOTE: g ° ° COMP. SOIL. (COMPACTED TO _D e *FOR BEARING WALL 1III=III=III-IIIiI111 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY - - - -_- 1=1 1=1 1=1 I ff" 1 I D1557) r, =11-III-III-III-III-III-III-1=1=III-1=1 1=1= -1 4„ 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ` ° ' � a � � GRADE III _ -(1) #5-REBAR w/ OPT. -7T=7TI=jTj=�= - 1=jjT I 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS t4 ' L ... .. a.' II -III 'a '+ '.�• = I A•� SEE A/S3 OR J/S6 - T I I Ir FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 21' HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT - ¢ INTERIOR 4. -3 1/2" a a •' a.. �. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c �- 00 N co 6 BARRIER - - - U- rIII I �= �-I 11=f11•=1 I= f�l TfT Tr I�f.,�T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. ON 3" CHAIRS 36"MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1' 4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. CJ'3 SCALE: 3/4"=1'-0" CJ'3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O,) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN a - - _ SEE ROOF PLAN , M c I (2) HTS20 FOR STRUCTURAL :- T_I=TTITrI TI E BEAM SIZE & _ r r a CONNECTION INFO I ° M en 1 2x4 #2 SYP P.T. FRAMING w/ = MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - - g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J oUj W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS c TO FOUNDATION PAD INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. CONT. BEAD SEALANT ;a 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH T `'' �., w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS ao 2 C7Uj z l=_ W 1- a w p o _ 11- � GRADE a = _ __ _ ° a _ 1= a °• =1= rl==' =I' W 1 =1 11=111=11= Z -11= • '' • °• - -_-_' - z_ ¢ 1; - ° - - - "' 2 ¢ - 0-0 FIN. FLR. qv OOOpJC e ,. ,����0000000 •- - Rime] 1-I-111-11-I 11=11 11-111-I 11- - W I I III-III-111-11-I 11 111=111=111= FOOTING 11' 111111111� 111111 j 1111 ,11-III-11 I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CN .. P .• N 0 r-< 04 .''�a OFEgSI "fit IIIIm kill"`'`°`� 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 oog o 'It � r-00 -CNW� N V O0 O to OM N N C ��� cp N LL LL E O N - M M N ° 7LJL J W - L d ° Z N �Nm1a ��'i� -0 as WLu O 00 10, in° ' o 012 m o a W Z E T O v N° J 2 ao N Q M Z O F J Z ❑❑❑❑ W � ch z N o 0 0 z o ¢ v J C7 d N � M z � o [` 4-J cn Ca W a U O N w ry o o JM � � c) L,J= E 0 3 zl'... I;I v o ¢ o m o c0 J w z M N < o z¢ J Q Eo E 65o oLL z g �® ¢ o0 �- - xo a0 �0 U oz CDa E C:)a zo Q z �w L rB Cn O o fl F p Oz1 _ C: J y m Q W 0) a 8§ Z -z d ww 0 CD o� =3 cfl v is a � ° 3 0 cM = >M CC L ai co CD •> C 00 CIO N ^ J C) 0- o 70 (0 w` m Ln .� Z N r L! T Q� N r T i ui 00 /�/ T CM o Z CC Z E O N o, C a v _j ¢ o JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. S3 (MONO) S 4 x 00 _o J LO u7 0 CID Q u;7 a� r) 00 J un i N 01 3 a 0 0 i v a E rn a� E O 0 J co Li. U 0 U N .o i U i z in l Y i 0 0 U J LZ 0 0 r, v 0 0 0 0 0 W m ,n v v� (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ . ❑ FACE OF BLOCK WALL IS 21/4" — —I 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING �_ / ❑ ❑ EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ FE ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a d a d PFd d G d Q d g" STD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF A/Np0/'L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE 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) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� 12 (TYP.) SEE ELEV, SIMF�SON SP2 w/ (12) 10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK 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 E SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED N 10d @ 8" O/C SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 °a a ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v < a2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° HTT4 w/ (18)10d NAILS (36104 SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z wl (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 (56654 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 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING a 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a a 2X8 P.T. BOTTOM PLATE OD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 y 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 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­- SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 I' c n 5 F®G7 � CV .pji I'-j 11 d r- UA FLO OFESStO' '/. �t�L l�ffilEitlllia1���� 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. H 00 8E �p oo QN C # O p O m D ♦� OMNN C rn LL LL M t` 0 H �NM w a ui m ii CL - 0- w o 0Y > � �co ' 13 Ezoo CLIrwmmi M m c2 9 N m Co 6 W 2 E T- 3 o 2 02 z NQco <0 z 00000 W M N M z N O 0 z °° ¢ o E3 M U) 43 N (D o LL C" V w O ti .0 — ,,, U) ' uwa w m c E — o = w c U) ¢ m ®0 M CD C CM7 z � o Z Z LL QE E 4 '2o '2. zo Q N v Q'z K O OQ o� O U CW CD N 1.12 o ¢ &Z c� a% �n � o U m .0 0o of Z m 6 W r) o� zo Z g Q o§ mw W a `: O w �r = io Ov cF zI¢ 3 yM � > C6 a� W m '' c 00 N C) C m -0 O r N 3 O LO Z N r T N r Ln r ai E M T w N/ M „ O E Q a E U _j Q p 1 _ JOB NO : 20-0557 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x NAILING SCHEDULE FOR " 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SHEATHING DETAIL OUTLOOKERAND NAILING OUTLOOKER SP6 FOR 2x6 WALL USE @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR •' FIRST FOUR ROWS OF 45° ± 24' MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO�S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ g'-0" 0/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD SEE TABLE ) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .' BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 6" O.C. 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2x6 P.T. SILL NOTCH L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 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)114"x21/4"TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT LEAST 90% OF WEB LENGTH (SEE TABLE) `GABLE TRUSS /-/ 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD ,-2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C (2)16d NAILS x SIMPSON HGA10KTw/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) lOd 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 -REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r r co co x N SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING co °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `° OF TRUSSES @ 1 1 i/ .. 2"x4" CROSS BRACE 7A 24" MAX. EDGES OF -WOOD TRUSSES �° cc APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED ATV_A'T " BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) LEAST 90% OF WEB AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS /� /� /� �I_ltl� NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" IJI UI OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d (D = 0.14$", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) a SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 l SECTION r 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d 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 I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS Sul "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Ila \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI0KTA 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 W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS �nrTRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX W' BRACE SEE DET. J/S5 CONTINUOUS BOTTOMCHORD BRACING 2X4 MIN. LU ---- ---- Uj 0 -v o T o 0 W O m 0 ' o ;t O d W 9 O X o LU ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. �a NON - LOAD BEARING LOCATION /UNEVEN CLG. l SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA101CT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) --GABLE TRUSS \--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION //j/&0/ r•�,�ol9 0 ,�V� •rrr 4 c� y •. N,SE' '• �, e- \ L0 r � r=sy�a�e�`�`,,� 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. I-' a oho E Lo ?200 8 N D o o m m CO N r- a) LL LL ® J LL a a O LL N LL cU_ a a o Q Y Z �' cc Y o m W C ENLR 0] C13 Or-.- "2 Q 2 E°'O' � o IL Z LLW NaMz <05 Z V ❑��❑ W M N CD N O Z � N z o � Q N dLn z ° 0 N _ /}4-J ` V U w O n a O to VV) _ W ° ry o y UM _W_ v v D L1I ... m wig= L- m E O 8 U o °J Q o sm � J w Cl) M i z o s z Z a U_ E Q O zN Q Q O F� Z® oa � @ O oa aoz 0 UO �� C111O L G x� - rp j C _ C ❑ U N m O OLL z� q 1 m ¢ ° Q W z W. Cn o� Z go Q f �z U <o op `;z Y F C0 co v u zl< a0 ° =M .o c = > (� rr ai co ^L1 W co 0 �> c 00 co J O �� Q N 0 H W c d' r O L O 3 N r �— U) T N r T N E 00 w W CV T Z Z E O M C a Eco v � ¢ o _ JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. S5 _7�-. ���-'ll Imo- ���IY ii-t��l! II�nIiHl _ Sd�rJ 11 th i�„.1�1. lid I i�h,lii-1:=, i I,��, .. 'I. I I i I 3 Q L c a> w � x rn ' qM _C) J r- LO 0 I N i L > C 00 0 J LO L0 CID I N a 0 N 0 {Z E FR a) C 0 L v i a r7 i 0 0 U U .0 O i 0 i L z y 1 Y 0 0 J 0 0 r- Cl- 0 0 1x4 1/2" DRYWALL DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX. PROPER INSTALLATIONDO 8„ NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. lx4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR Aft* ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING 1� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1 _1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAI L `STD. STD. 90^ ` �I 90" HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH BEDS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. KWEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16 O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL Q NOTE: LAP SHEATHING TO EACH END W/MIN TO PRODUCT DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' BOTTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH 1x4 — —� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING TC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. SIMPSON P ON GA 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2° SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 L ` INTO BAND JOIST & 4 1/4"x2 3/4" { ) TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5^ NOTCH WEB S THE '' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT tt 8" 1 PLY PRE-ENGINEERED TRUSS e 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 a 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION a 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DPAGONAL BRACE AT EA. coNracT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ;' SCRIBE NOTCH (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN � Q CONNECT W/ 8d NAILS BRACE/ BLKG. KIN.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 INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) ( ) " DOUBLE 2x4 SCAB FOR 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. ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO�FR TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �FNOT j'-Orr 5F_On SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS INISH FLO . ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K.) MAX n PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° o. #5 BAR > °:' . , BLOCK HEADER/4 SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 5 12d NAILS SIMPSON () + + > „ p ° D' 1-0 s o ° 9 H CENTERED W/ - 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS o ° °� IN TOP o ,' KNOCKOUT / c� 1-1 — �� '; � ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ . � CONNECTOR °�— — b MONO FOOTING _ - ,y . e.SIZE x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL AND REINF. PER PLAN — AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 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 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL .°. ° STANDARD 9 90` HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN e TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, • -, • -L, • •. • -, , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY 4'-0" (MAX. ) It , • . . ,1" . ., � BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _ _, L , INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� ►• � .� ►• • • �� s• • � �- e• � �� ►• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B_B K SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4"= V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & (1) - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 1, 6 EPDXY MIN. 6" EMBEDMENT & ` . 00 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER -0 F.F. 3" MIN. EDGE DISTANCE a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL 1-11 NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° — 0 v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; � o � LU a REINFORCING AS FOLLOWS: • SEALANT o = III=�1=I I=�r T a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e I—� -J IF p . g • --(I r c� z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o TI o EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .; 'C� ai N FILLED CELL SMOOTH. DO NO FURROW. '. .`.::: - ° n °. _ I I I I DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE o. p .'Tr - - SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 ``' REMAIN FREE OF MORTAR. z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. iv • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4„= 1-0 „ FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �v�✓ O p ` C 0 r o 04 r •`" t ''•, F L.O� `�� 4u , 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. oo FW cc)E 0 U co 00 � # V M N O N Lo�Q OND J J ® -1 th O) N 0 �� W W "L a a onC W N 0 1 c 0" p; �"� 0 ~ mm° o W to o W E°'O' cl, @ p NLL QC"Z Job p N 2 C,) OF J Z U ❑❑❑❑ W z N O z o z � J th D� N QE3 cn o � � +J u, d C6 w c, ,,, r- E O v m — 0L=u ` e $ zl as C) 30 ®0 CO C JZ w co M z p z a J U_ d E o C C z O W Z Z o < N Z C Co G — C O C N¢O K O E, 1 O 0 O U a 2Q a z Q ¢ L O m 0 .0o zLL J ¢ aw zz M 11 02 gz rn w Lj z Mj CD` CID v z¢ i° °3 > (� L ui W ITS 0 C c>3CN W Q � O C O T O LO • _ N Z T Lo ^ � Uri T' M T � N „ Z z y O c tl U J Q J JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. SS � ��o�wtanl�loonn . Allt�tPR!It11R11AlIIIPIIA6LIII�IIA� CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA MAYBE NAILED ( ) IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB ­�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YY/ --- Ivu `W LnVI I I\VVV YY LLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. � T T SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) \7G.T (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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) SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r1 r%-r 1 r1 A 1 n 0 PT I O N A SCHEDULE/PLAN Ur I ION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 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 DIAGONAL­,,,2x8 #2 SPF RIDGE BEAM AT 8' WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS �'� SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. /7COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 ,1, SCALE:NTS COMMON B M ATTACHMENT 18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w P w/ Od ( ) ATTACHED PER ADDITIONAL ADDITIONAL 84dONAILS AT VALLEY TRUSS NAILS (T) &NAILS 2x4 #2 SPF BRACING @ NAILING SCHEDULE O ATSIMPSON SP2 w/ 12 10d NAILS AT TOP 1Od EXTERIOR SHEATHING INFO. 16"TO O.C. 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS S O TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSSW/(2)12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW (2) 12d NAILS TO EACH VERTICAL STUD) SCHEDULE PLATE MORE INFO. TRUSS7 THING TT SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. 11,55 STUD TYP. T&B ENAILING • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° o '. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX.°' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS F- DETAILS & SECTIONS rim ` •e �J PJ. 10 Ir 3�f �fIIIJ!l1ll�t��1���>> To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. p(0O v 0) p�p a0o Lo 0 0 Q J J Ui P?�m� 7 L- N �aa LL a LL awa WO 1 -a ZC113W m1 0z� o 'o[-COoJ m mmW 0o m¢� W Z IL 4 2E9'0) C14 Z moo° U OF- Ln a Z d U - ❑❑❑❑ W M � z N O 00 — z o z Q J M N N M z e � o � W W o a V � 0 w F P E AN U 0° w r— T ERig ml o w U) 4) —o em o �w M co - z Z Q E o w? z� Z® oa FC- 'i _ U F 3 O < O oco i i GU ao dz w� r0 m� O U LL of z Z go CL ?+ U o� K 0 <p a S rr o CO >� a �t i� I¢ U= U 3 0 ACM = >M a� m •> C W CIDCV O 0 r o 0*) L-0 z �I r^ T � LO � L J T T ai � 00 N T C o z z E O E c a U � "a o JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. D 1 -1i IT - I 'I _ f 1—F-- — 3 rr c a� w � 00 0 O LO LO I 0 x >r C -o co 0 LO In CD I N i rn 0 3 a N N d E r� CD E 0 0 C c i L%. U 0 c U a� 0 U G Cl- 0 0 U / 0 Cl- 0 0 0 C> 0 0 W Cr m 0 WEATHER 7 RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 0 in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER JE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 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 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) E 4M SELF-ADHER A% V-4" PER PLAN 1'-0" PER PLAN 8" CMU ° 4" OR 8" CMU ° (PER SEAT DEPTH) ° FILL WITH GROUT a d ° ° SLOPED MUD BED ° ° Q VINYL SHOWER PAN - a SLOPE 4 4 l a SHOWER SEAT G Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER :3IiTiPL�]I.�1 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 Q W m Q Z LU Lu PLASTER STOP rn W CONTINUOUS BACKER U ROD & SEALANT W W _ 0� Lu W �0 A U) ER Q I WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 30.5 (0.6 cm : 30cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERLZM that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE g pp 9 applied g p entry y THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be a lied shingle -fashion in a manner to prevent ent of water into the wall cavity FLASHING ,--qFI P-ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All d 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 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RE ADHESIVE AS SHOWN) ASE PAPER TO SE 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. / 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. Li3. Under and at the ends of masonry, wood or metal copings and sills. m 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. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. I� Cement Plaster sroP - over block OUS BACKER ROD A 1 st floor JT TIOUS FINISH 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all 0 0 N ti N 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. i �i v IT 0-IT co a) N coN O 0 O co N n N J J LL "n W u- o a Z 0 ii �o`n° a a 0 @ago moo W W m o r` 2E°_�O' Z LW 0) N0 N Q M Z Joa.'a coin 2g J 0LL 0 Z U U 2 ❑❑❑❑ � z o 0 0 QNQ Z O Q Q v J th � O E3 M z o CJ' w g �0 NO M Q �N c T a w. U 00 w m E o g I x� = U o °J • Q o 4m O co w M ¢ 29 Z < LA- CO O_ E EuCo y� Z QO 1N Z O <N Z® r"- o O M X &a QZ S� WZ N i w o r C z Ox F p O� c J Nm ,z �z n a ° o� az U 3p =3 ¢ O ui a 10 _< 0 a1 °3: 0 �M = > C'7 L. m c� •> C:j Ir W co N O Cm W E r--. �..� o T T� 0 ID Z N r Li) n r LO r i 0400 w N M W o Z z EO a U 6 Q p _J JOB NO: 20-0557 SCALE : AS NOTED SHEET NO. W P Mount rig Brackets �10 Gall +V20x+1J2'x 2-1 V Bolts 112"I325GAV. M134 Waxh--n Back Cross suppwt (May bill cut � W) Rig ht Sfacket,(16 Ga ll #145elf-Drfllirg Scirms A/C UNt Swum Edge Front �Cross Supoort (MaybercuttoW) Left bracket (16 Ga Ill -N -ru Byackeu-& #14 Sel(�Drflljn Screvill Back Cross Support lmo A/I 06l Side (Typical: 3 tach side for hurrIcand "e) L INSTAILUATION INFORMATION A�All M-11 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 3128/2018 Product Approval Application Detail Ifffiffmilliffliffilm Code a pill 11111 Ili A 11: Entity or EMMA= 0�= Date to Date Pandina Date Type Version Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Aooroval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12J20117 10/10/2017 10/17/2017 12/12(2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 SubCategory: Metal Roofing lnfo@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FIL4116514t3 Professional Engineer IiI ch; Quality Assurance Approved for Use Approved for Use Impact Daslan Sea 9 Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/1212024 No Yes N/A -N/Al over 15132&quot; Plywood -108.IF 5PS 2 0.032&quot; AJuminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/12,11 No Yes N/A -N/At Roof Panel over 15/32&quot; Plywood -116.OPSF 3 I&quot; 24ga. Gulf Snap I&quot; GulfSnap 24 Ga. 17&quot; wide Roof Panel 04/1212024 Yes Yes N/A N/At--131.OPS over 15/32&quot; Plywood 4 I&quot; 249a. Versal-oc I&quot; Versal-oc 24ga 16.5&quot; Wide Roof Panel 04/12/2024 Yes Yes N/A +N/Al over 15/32&quot; Plywood -138.5PSF 5 1&quot; Versal-oc .032&quot; Aluminum 1&quot; Versal-oc m[n.032&quot; Aluminum over 04/12/2024 Yes Yes N/A +N/A( 1 5132&quot: Plywood -101.OPSF 6 1,5&quot; 24ga. Gulf Snap 1.5&quot: Gulf Snap 24ga. 16&quot; Wide Roof 04/12/2024 Yes Yes NIA +N/At Panel over 15/32&quot; Plywood -11 6.OPSF 7 1.5&quot; 24ga. Versal-oc 1.5&quot; Versal-oc min 24ga. 16&quot; wide Roof 04/1212024 Yes Yes N/A +N/A/ Panel over 15132&quet; Plywood -123.5PSF a 2&quot; 24ga. I Min 24 Ga. 2&quot: Megal-oc 18&quct; wide Roof 04/122024 No Yes N/A -N/A1 Panel over 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok I 6&quot; Wide over 15/32&quot; 04/1212024 No Yes NIA +N/Al-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/12/2024 No Yes N/A +N/Al-93.5PSF over 1x4 Wood Purfins over 15132&quot; Plywood 11 24 Ga. Gulf Seam Min 24 Gs. Gulf Seem, 1 3/4&quat; Snap Lock, 04/1212024 No Yes NIA +NJAI 18&quot: Wide Roof Panel over 15/32&quot: Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15132&quot; 04/122024 Yes Yes N/A -NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15J32&quot; Plywood 04/1212024 No Yes N/A +N/AI-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over lx4 Wood 04/1212024 No Yes N/A -N/At Purlins over 15/32&quota Plywood -156.5PSF is 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/1212024 Yes Yes N/A +N/Al 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok i 6&quot; Wide Roof Panel over 04/12t2O24 No Yes N/A +N/At-63,5PSF 15/32&quot: Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PER Roof Panel over 15/32&quot; 04/12/2024 No Yes N/A +NJA/ Plywood -154,7PSF Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards U2812018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact I Sea # Product Model. Number or Name Product Description Contract Explration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR Roof Panel over ix4 Wood 04/12/2024 Yes Yes N/A +N/Al Purlins over 15/32&quot; Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over 15/32&quot; Plywood 04/12/2024 Yes Yes N/A +N/Af -1541PSF 20 26 Ga. GuIfPBR Min 26 Ga. GulfP13R over 1 x4 Wood Puffins over 04/12/2024 No Yes NIA +N/Al 15t32&quot; Plywood -151.7PSF 21 26 Ga. Gull`Rlb Mn 26 Ga. GuIfRlb over 1x4 Wood Purlins over 04/12/2024 No Yes N/A N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GuIflRb Min 26 Ga. GulfRib over 15/32&quot; Plywood 04112/2024 No Yes NIA +N/Al -169.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot; Plywood 04/12/2024 Yes Yes N/A +N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GuIfRIb over U4 Wood Purlins over 04/12/2024 Yes Yes N/A +N/Al 15/32&quO Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over I x4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32&quot; Plywood -123.51PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&quot; Plywood 04/1212024 No Yes N/A +N/Al -146.OPSF 27 29 Ga. GuIfRIb Min 29 Ga. GulfiRlb over I x4 Wood Purlins over 04/12/2024 No Yes NIA + I 7/16&qu ot ' O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/12/2024 No Yes N/A +NJAI -11 6,0PSF Search Criteria Code Version: 2017 FL 4: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL De'dur Pressure: ALL Data From: ALL Date To: ALL A3 ....... . ...... fffb ... . .. ........... .................. I'Ll 7244.1 ............. . ..... ... . .. . .......... �D- . . ................ . ESR-3455 ............... . ....... . ................ . . . ......... . .......... . .......... ESR-3445 12/3112020 . . ......... 12/31/2020 A23 HU210-2 FI-10446.2 FIL10856.4 ESR-2606 ESR-2549 12131/2020 - ....... .......... --, 12131i�diO HD212-2 FL17232.3 ESR-3445 12/3112020 HU212-2 FI-10856.4 ESR-2549 1213l/2020 HD216 FI-1 7232.3 ESR-3445 12/31/2020 HU216 FI-10856.5 ESR-2549 12131/2020 HD216-3 FL1 7232.3 ESR-3445 -12-/3112020 HU216-3 FL10856.1 ESR-2549 12/31/2020 H026 FL17232.2 ESR-3445 12/3112020 HU26 FI-10856,3 ESR-2549 12/3112020 HD28-2 FI-17232.3 ESR-3445 12131/2020 HU28-2 I'L10856.4 ESR2549 12131/2020 H0410 FI-17232.4 .............. ESR-3445 ........... . ...... ........................ . ......... . ............ .. .. ..... ... .. ........ . ............ ........ ESR-3445 12/31/2020 . ......... .. .............. . ........... ..... ... . 12/31/2020 HU410 HU412 FI-10856.9 FL1 0856.9 ESR-2549 ESR-2549 1213112020 - ...... . . .. ........ . --- 12131/2020 HD610 b 4io- FI-17232.4 FL17241.7-,-,-- ESR-3445 E S R- -- 3 -4 4-4 ---- --- -----,-12,/"3-1-/-2-020 1213112020 HU610 HUCQ410 FL10856A0 FI-1 146& 11 ESR-2549 SIM200804 12131/2020 12/3112020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FI-1 1470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/3112020. HGAM10KT FI-1 1470.4 SIM200803 12131/2020 HHCP2 FI-1723137 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12131/2020 HTA16 FL17680,4 E\,aluation Report 1213112020 HETA16 FI-1 1473.5 SIM200802 12131/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FI-1 1473.5 SIM200802 12t3l/2020 HTT16 . ......... . .......... . ....... . . . ... ... . ...... .. . ...... . FL17324.2 ....... ... . . ...... . 2 . .... ... - ..... .. . .... ............. FI-17244.8 Evaluation Report .. . ... .. . .. .. . . .. . .................. .-I-11-1 ....... . ................ -- ........ . . ........ . . ....... ........ . .. Evaluation Report ............... . ........... . .... ......... . .. ... . ...... . . . ........ - . .. .......... ........... ESR-3455 12/31/2020 12/31/2020 12131/2020 HTT16 H-TT22 HTS16 FI-1 1496.1 FL1 1496.1 FI-1 0456.22 ES-0130 ES-0130 ESR-2613 12131/2020 .... ......... . --- 12t3112020 . ....... .. .. ..... . . I 12131/2020 ESR-3455 12/31/2020 HTS20 FL1 0456.23 ESR-2613 12131/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FI-1045il ESR-2613 12131/2020 HTW30 FI-1 7244.8 ESR-3455 12131/2020 HTS30 FL1 0456.26 ESR-2613 12(31/2020 HTWM16 FI-6223.2 Evaluation Report 1213112020 HTSM16 FI-1 1473.11 SIM200802 12t31T2626 HTWM20 FI-6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12131/2020 HUGT2 FI-6223.3 Evaluation Report -'-12/31/2020 HGT2 FI-1 0456.18 ESR-2613 12/31/2020 HUGT3 FL62213 Evaluation Report 12131/2020, HGT3 FL10456A9 ESR-2613 12/31/2020 HUS210-2 ...... . . . . . .. . ............ .............. HUS212-2 ................. .......... . ............. FL1 7232.6 .............. . --- - .... ..... .. FI-17232.6 .................. . . - , .. .... . . ........................ . ... ESR-3445 ... . ............................................... . ......... . ...... . ESR-3445 ... ......... . . .... . .. ..... ............. ...... . ..................... . . . . .... . ................. . .............. . . . ...................... 12/31/2020 . . ...... 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FI-1 0856.11 FI-10856.11 ESR-2549 ESR-2549 ESR-2549 12131/2020 12131/2020 ..... .. ......... .............. .... . 12131/2020 HUS28 FI-17232.6 ESR-3445 12/31/2020 HUS28 FL1085611 ESR-2549 12/31/262-0 HUS28-2 FL1 7232.6 ESR-3445 12/31/2020 HUS28-2 FI-10856.11 ESR-2549 12t3l/2020 JL24 FI-17232.7 ESR-3445 12/3112020 LU24 FL10655.103 ESR-2549 1213112020 JL26 FL17232.7 ESR-3445 1213112020 LU26 FI-10555.104 ESR-2549 12131/2020 JUS210-2 FL17232.11 ESR-3445 12/3112020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FLI 7232.10 ESR-3445 12/31/2020 WS24 FI-10655.109 ESR-2549 12131/2020 JUS26 FI-17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12/31/2020 .... .... . .. ... JUS26-2 FL17232.11 172. f ESR-3445 ESR-3445 12/3112020 -UFS1-1:id�6 LUS26-2 WS28 FI-10655.112 FL10655.113 ESR-2549 ESR-2549 12131/2020 12/Mj2I JUS46 FLI 7232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12131/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FI-1 0667.71 ESR-2615 12131/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL1 0852.7 ESR-2105 12J31/2020 L S TA i -2 -FL17244.18 ESR-3455 12131/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/3112020 LSTA15 FI-1 0852.4 ESR-2105 12/31/2020 LSTA18 FI-17244.18 ESR-3455 12131/2020 LSTA18 FI-1 0852.4 ESR-2105 12/31/2020 LSTA24 �tA30 FI-17244.18 1 8 ESR-3455 ESR-3455 12/31/2020 12/31/2020 LSTA24 LSTA30 FL1 0852.4 FI-10852.4 ESR-2105 ESR-2105 12/31/2020 12131/2mb LSTA36 FL17244.18 ESR-3455 12131/2020 LSTA36 FI-1 0852.5 ESR-2105 12/31/2020 . . ... . . .. . .. ... ........... .. . ... . .... . . ....... FI-17219.2 . .. . ........................ ..... . . ......... . . . .. ER-0200 12131/2020 LTT1 9 I'L11496.3 ER-130 ....... .. . ... 12131/2020 LTS20B FL1 7219.2 ER-0200 12/31/2020 LTT20B FI-1 1496.3 ER-130 12J3112020 I-TTI31 FI-17219.2 ER-0200 12/31/2020 LTT131 FI-1 1496.3 ER-130 /2020 LTW12 FI-1 7244.8 ESR-3455 12/31/2020 LTS 12 FLI 0456,29 ESR-2613 12131/2020 WGT2 FI-17240.2 ESR-3447 12/3112020 LGT2 FL1 1470.7 SIM200803 1213112020 MP3 FI-1 7244.22 ESR-3455 12/31/2020 LS30 FLI 0446.15 ESR-2606 12131/2020 ........... . MP34 ...... . . ... . . . .. . . . .................. . ........ FL1 7244.23 ... . ................. .................... - . .. ........... ......... . . ... . ... �u jt f� ESR-3455 .. . ....... ...... . ............ . ESR-3455 . .............. .. .................. . . ....................................... . ... . .................. ........ .- . ESR-3455 12/31/2020 12/31/2020 - . . . . . ................ . ......... 12/31/2020 A34 LTP4 LS50 FI-104463 FL1044619 FI-10446.16 ESR-2606 ESR-2606 ESR-2606 12131/2020 12131/2020 ..... I ........... . . ..... - 12(31/2020 -0.3- ESR-3447 12/3112020 WM1416 FL10667.86 ESR-2615 12f3l/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12131/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12131/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FI-10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL108519 ESR-2105 12131/2020 MSTA36 FL17244.18 ESR-345 12/31/2020 MSTA36 FI-1 0852.9 ESR-2105 12131/2020 MSTC40 FI-17244.26 ESR-3455 12/3112020 MSTC40 FL1 0852.11 ESR-2105 -12/31/2020 . . ........ ... ..... . MSTC52 . .. . ................ . ..... FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 .......... ..... . TW16 ..... ................. ...... .. FLft4.8 ............... . ... ........ .............. .. . FI-17244.8 . ........ ...... . . ..... ... . . .......... ......... . . . . . ... ESR-3455 . .. .. . . ....... .................. . ............... . .. . ........ ESR-3455 ................... ... ......... . .. 12131/2020 12/31/2020 MTS12 MTS16 FI-1 045633 FI-10456.34 ESR-2613 ESR-2613 12131/2020 .. . ....... I I .......... . ..... -- 12/31/2020 M TvV1 8 171-17244.13 ESR-3455 12/3112020 MTS18 171-1045635 ESR-2613 12/31/2020 MTVV20 FL1 7244.8 ESR-3455 12/31/2020 MTS20 FL10456,36 ESR-2613 12/31/2020 MUGT15 FI-17240.5 ESR-3447 12131/2020 MGT FI-1 1470.9 SIM200803 12131/2020 NFM35X12 FI-578.2 Evaluation Report 12/31/2020 MBHA3.56111.25 FL1 3904.6 ESR-2616 12t3l/2020 NFM35X16U FI-578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL1 3904.6 ESR-2616 12131/2020 PAU44 PAU66 .. . . FL17239A3 . ...... . FI-17239.13 ESR-3449 ................. ---1 ........................ ........... .. ...... ESR-3449 12/31/2020 ...... I - I I ........... 1213112020 HDU2-SDS2.5 GLTV3.516 FUD441.4 FL10667.8 ESR-2330 ESR-2615 12J/31/2 0 12131/2OY120 . . .......... .. . PHXJ 3516 .. . .. ................. .. . .. ... . . . .. . .................... . . FL1 7241.20 ER-0200 . ...... . . ... ......... . ... .. ESR-3444 12/31/2020 12131/2020 FGTR CS16 FL1 1473.2 FL1 0852.1 SIM200802 ESR-2105 12131/2020 12t3l/2020 RFUS FIl Evaluation Report 12/31/2020 H1 FI-10456.5 ESR-2613 1213112020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 I'L10456.6 ESR-2613 12131/2020 RT1 5 I'L17236.3 ESR-3448 12/31/2020 H10-2 FI-1 0456.7 ESR-2613 12131/2020 RT1 6-2 FI-1 7236.2 ESR-3448 12/3112020 H1 OA FI-10456.6 ESR-2613 12131/2020 RT16A FI-17236.2 ESR-3448 12/3112020 H3 FL10456.13 ESR-2613 12131/2626 RT3A I'L17236.3 ESR-3448 12/3112020 H4 FL1 0456.14 ESR-2613 12t3l/2020 RT4 ............ . . .......... . FI-17236.3 . . ....... ................... . ......... .3 ESR-3448 .... - .......... .... ESR-3448 12131/2020 ........ - .... ... . .. 12/3112020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 12131/2020 . .. . ... .. ......... 1213112020 RT7 I'L17236.3 ESR-3448 12/31/2020 H2.5A I'L10456.12 ESR-2613 12131/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 I'L114703 SIM200803 12131/2020 RT8A FI-1 7236.3 ESR-3448 12131/2020 SPI FI-1 0456.41 ESR-2613 12J31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 I'L10456.42 ESR-2613 12131/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL1 0456.43 ESR-2613 12t3l/2020 SPT4 FI-17244.32 ESR-3455 12/3112020 SP6 I'L10456.44 ESR-2613 12t3l/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FI-1 0456.45 ESR-2613 12131/2020 SPT8 FI-17244.32 ESR-3455 12131/2020 SPI-14 FL10456.46 ESR-2613 12131/2020 SPTI-14 ....... . ......................... J�TR . .............. . . . .......... . .. . .... SPTH8 ......... . ..... FL17244.32 . .. .... ..... - .32 . ..... . .... . ...... . .... FL1724432 ESR-3455 .... . ...... ........... ....... ESR-3455 ............. . . ...... I . . . ...... ...... . ... ........ . .. . ..... ESR-3455 12/31/2020 ........... I ........ . ... . ....... 12/31/2020 ........... . ...... . ........ . .. 12/31/2020 SPI-16 SPH8 U24 I'Ll 0456.47 I'Ll 0456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 12131/2020 ............... ................................ 12/31/2020 12/31/2020 SUH24 I'L17232.13 ESR-3445 12/3112020 HHUS282 FI-10655.3 ESR-2549 12J31/2020 THD28 FL17232.16 ESR-3445 12131/2020 HHUS410 FI-10655.4 ESR-2549 12/31/2020 THD28-2 FI-1 7232.16 ESR-3445 -12/31/2020 HGUS5.25/12 I'L11468.11 SIM200804 12131/2020 THD410 FI-1 7232.16 ESR-3445 12/31/2020 HGUS414 FL1 1468. 10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 I'L10441.1 ESR-2330 12131/2020 THD612 . ....... ... . .......... -.-:; . ........... .4 FL1 7232.16 iz ...... i ��-i t ESR-3445 .. . ..... ----------- ESR-3445 12/31/2020 12131/2020 MSTAM24 MSTAM36 FI-1 1473.19 FI-1 1473.19 SIM200802 SIM200802 12(31/2020 1213112020 UGTS3F ....... .. . .................. ...... ..... ...... upi4b . . . ..... FL2033.1 .......... ... FL17219.5 ...... . ... .. ... . Evaluation Report .......... ...... ... .... . ....... ........ ER-0200 12/3112020 12131/2020 MSTCM40 HHETA20 FLI 1473.19 FL1 1473.9 SIM200802 SIM200802 12131/2020 .......... I ................. . .. 11, 12/31/2020 LGT3-SDS2.5 FL1 1470.7 SIM200803 1213112020 LGUM26-2 I'L11473.12 SIM200802 12131/2020 PRODUCT APPROVAL SPECIFICATION SHEET(2018) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if 7 they will be utilized on the construction project for which you are applying for a Cate gory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.6 +67.0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FI-15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FLI 5225.5 +67.0/-67.0 psf 12131/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FI-15332.1 - FI-15332.5 +40.01-40.0 psf 12/31/2020 PGT Series 5570 FL251 . 10 4/1412021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 Il F11-15279.37 +30.01-32.0 psf 5/21/2028 Clopay Building Products Residential WinclCocle Doors W5 (16X7) FI-15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (8X7) FI-15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WinclCocie Doors W6 (16X7) FI-15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 153T 1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FLI 7499.2 +50.0/-55.0 psf 10/812023 PGT Series 6500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FI-15361.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL1 5349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 6764 FI-15353.2 N/A 12131/2020 PGT Series 5500 FL261-1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 1213112020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FI-15272.2 +70.0/-70.0 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 Tail 151b Felt Underlayment FI-12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FI-16918A - FI-16918.4 11 9/9/2026 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FI-17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FI-7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FI-7849.16 - FI-7849.20 N/A 12/31/2020 F. METAL ROOF Gulf CoastSupply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FI-15076.1 - FI-15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869A N/A 12131/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FL1 999.4 N/A 12131/2020 MiTek Industries, Inc. Truss Plates Fll - FL2197.5 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 Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 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 jobsite; 1) copy of the product approval, 2) C/) -Fu > C) (D c- =3 C)- ll 0 0 iC C13 0 0- U) (D = 0 CIO 0 0-0-0 -cu 17) 0 C. q " 0 (D 3t CIO 0 0 :-� M LL- "- - CU -0 0 Cn E " 03 0 CDL CU -0 -'0- . = - -&--# Ill ca- < a� E z SHEET NO. PA 1.0 apartment of Business & Professional F Building Codes and Standards Product Approval Application Detail Page ere Florida Department of Business & Professional Regulation Page 3 o1'8 12/12/2018 Building Codes and Standards 12/12/2018 Product Approval Application Detail E9.92 Entity or gee peg Data Peruji gar, Cede Erbil or 294 21111 Data Pentllna 211k Twat V.enlon Mnnuhduror Contact Enpinsar&LlPense Validated By Validated Submlbed FSCAporoval Aonroved ShNe 1YYN.4 version Manuhduror Contact Enpinaer&Llcenae YMldatetlBy Velttlatrd Submitted FBCAoori Anoroved Status Revision 2DI7 Thermal Corporation Rick yYri ht Lyndon F. Schmidt. P.E. Ryan J. Iii P.E. 101152017 07/122017 10/182017 12/122017 Approved Revision 2017 Therma•Tru Corporation Rick VJrigM Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/132017 127132017 12212077 02/132018 Approved Category: Exterior Doom (419)'298-1740 111 (913) 767.55% Category: Exterior Doors (419) 296.1740 PE43409 (013) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw(dJlwbidgconsugams. Subcategory: Swinging Exterior Door Assembles rickw(g(wbldgconsuitams. Compliance Method: Evaluation Report from a com Compliance Method: Evaluation Report from a com Florida Registered Arched or a Licensed Florida Florida Registered Architect or a Licensed Fiorhla Profssslonal Engineer Professional Engineer F %`FY`491•R3 hradutfs DualQual Arourance Approved for Use Approved for Use Impact Deal,, D alityA ranee Approved for Use Approved for Use Ion Pact Dast9n gee; Pretlud Motlel. Number or Nfma Product DCacddlon Comrnot Explrrtlon DaG Jp.H)0'Y. Outside HVHZ Resistant P.... u@, Sepe Product Model. Number or Name Product Description Contnet ExolraHen Dets In HUfiZ. Outside HVHZ Resistant Pressure 1 a. Therma�Tm Fiber -Classic and Smooth -Star Nominal Stil 8 &quutNon4mpad&quot; opaque 12/312020 No Yes No WA 1 a: Themna�Ty Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotNon-Impact&qud; Opaque 12/31/2021 No Yea No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door (mswingrouiswing; X configuration) (Inswing0theiving; X conigural 6 f. Them Fiber- Iassic and SmodhStar Nomina 9;0 &quotNon-ImpaN quot; Opaque 12/3 2 No Yes No WA 6 f. Thermal Fiber -Clair band Smooth -Star Nominal 8&N39;0 &quolNonl-Impact&quot Opaque 12/312021 No Yes No WA Composite Edge Fibelgass Single Door Composite Edge Fiberglass Single Door nswin Dutswing;X Conn oration) pnswing/Otdsv/ing; X configuration) 9 I. Thermo u Fiber-Clwsle and Smooth -Star Nominal 6&1 &quotNon-Impart&quot. Glazed 12/312020 No Yes No WA 9 1. Thermal Fiber-0Imslc end Smtr•Star cd Nominal 6&aY39,6 &quot;Norud; r-Impact&qGlazed 12/312021 No Yes No WA Composite Edge Fiberglass Shale Dom Composite Edge Fiberglass Single Door (Inavmg/Cutrvirg; X configuration) nswin /OutsvA ; X wrdl ure+lon 14 n. Therma�Tru Fiber-Clal and Smooth -Star Nominal Q&#39;OSquotNon-Impacitiquot Glazed Composite Edge Fiberglass Single Dom 121312020 No Yes No WA n. normal -.. as c m ar om fie q o on-. mp e Composite: Edge Fiberglass Single Dom o e Florida Department of Business & Professional Regulation Page 2 m2 Building Codes and Standards 120/2020 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall FIJH5332R5.Rnduds Quality Assurance - Approved for Use Approved! fro Use Imoxt Design E nft Or Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Du VNW- 1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINU M SGO OXO 12/31/2020 No Yes No WA Rerlalan 2017 clopay, sum" Products Company Mark vvasMfMW Irderhit Teatrg Servlon NA, Gary PfaW h 145-3/4&quot;x80&qud; NON -REINFORCED Cetegedy: Exterior Doors (b19) 770.8082 Ix. (513) 51943888 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OX. XO, XX 96&qud;x80&qud;NON-REINFORCED 12( 12020 No Yes No NIA SubCWsill aedional Exterior Door AWmDbs rmvsaMrBeMetlopay'oam 3 SERIES 420.ALUMINU M SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312020 No yes No NIA ComMiW RWMW: Con#kabn Mark or LWig 145-314&qud;xg6&qud; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/3111 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poelml II 115201e BE1S22SPa Ian EmlMsr no ham Dd@PNHNM lea Iyn yI■dml Migadistill conted EOamew&LI6■1yaimN By yoil Subm PBgAonrwM Anroan Shim RftWw 2D17 Terms-Tru Corporation Rick Wright National Ao*mdRoWn 8 Ryan J. Klrg. P.E. 12202017 09/2112017 12122/2017 Approved CaUew. Exterior Doors (419) 2WI740 Marm*m M hrsttubs (813) 7676588 subcategory: Sevinging Exterior Door Assemblies ddwor 6MpmnsubM& CompUmm MMhod: CedMeation Mark or Lbllap porn ami C rod m kmviiz Oubi fHVHZ BUWam P- I a. &quot;ClambCraRBquot and SquMBenchmark by 6% and 80, Opaque, and Gaaed FltiargWw Door with 121312021 No Yea No WA Therms-Tn,&qui and without Skiease. Intel and Outreft paw t d i Florida Department of Business & Professional Regulation 1/512015 Building Codes and Standards Product Approval Application Detail ) gat R& Daft P&mNm grim Scant Enft or Yaudod Aubm d FOCAMNOVd Atlamred amber Lrn. Yearn 111tatiesigis Carona Enek~A,LMn imudmm 1129/2017 W102017 12N52017 Approved Revision 2D17 Clopery Suk" Products Company Mark VJnbraeM trier It Tnfi g Services NA, Gary PhshW Category. ExborW Dome (513) 770A082 Inc, (513) 51&8688 6ubC461aoy: Sect6nel Exterior Door AsawMuss nwmelar%M®doPsy� Complain* MoNwd: Certlnc ttlon Mark or Elating Paw IM1 II V fit Rat dims Delta Pondbw hat yam AWIR"d FOG Approval Approved amtn 11291 WIMM17 1205=17 Approved XO, XX96&gnotx96&qud; Approved for IM210 la9M SuaIIhLA■1■ffd d�.forU" App7med for Use IM219 gn(g, 5 SERIES 420ALUMINUM SGD REINFORCED SERIES420ALUMINUMSGDREINFORCEDXXX 12/312020 No Yes No NIA �n InHVHZ o tinmle� I elan predeptmedMN,"b*r"NOM P Conkedlm In mm glib RMista Eauam 743&qud;x968qud; 37 037 VV5-o9 PAN$F151: 84A, 94, 73, 75,1500,190, 76, Stele Pan (man. 25 go.) Single -car (up to W wane) 05/21=8 No Yon No e30 PSFl 53 OtS3 VVSIB PAN-2F183: Sol 94, 73, 75,1500, 190, 4RST, Steel Pan (man, 25 pa.) Double-Cor (PY to IOV 08212028 No Yes No -30 Psi 78V, 4RST, 4RSF, BRST, SRSF, 2RST, 48, 42. 55, 48B, WINDCODE&i174; Will S GanDoor PSF 4RSF, BRST, aW. 48, 42, 55, 480, 428, 653, GDSS, wide) W*WCODE6#174; WCups Door PSF 42B, 55S, GD5S, GD63V, GR5%GFIfil AR6S, ARSSV, GDl GRSS, GR5SV, AR6S, Alkill EDSS. ED5SV ED53, ED5SV Florida Department of Business & Professional Regulation Poe I of I Building Codes and Standards Product Approval Application Detail FU11B374m7 Same Erokm lam Rae DIUPeMlm go LM! vmlml vAnubahm I Enamut&Li a VarMebd By YaEnmed AWM09 FBCADWMM Approved AMR RDIWW 2017 CURRIES DNlakm MAADG, Ino Dedle Dave UL LLC Tod Berman, PE 11/3012017 102612017 121062017 Approved COMM: Exterior Doom (641) 494-2844 (305) W8-4707 SubCob9my: ExWlor Dom Comproave onto d.dedic@asnabby.m CanplWtce, RUO d: CwWgadm Merit or Listing In FSa71B374n products aLaft AMiO(edmLUse Ap ,d far Us, J...t doll■ $lie PControck Exobadon Dab In HVHZ oubaft HVHZ 1malWro PJf■L■ 1 607, 707, 727, 747, and 847 Single and Pale of Doors Flush, Glared, and Lowered single and palm of 1213112026 Yes Yea Yes WA hollow metal doom. Florida Department of Business & Professional Regulation Page2of3 Building Codes and Standards I202o20 Product Approval Application Detail veer ePending T�pl Version Manufacturer Center EErntial 8 License Validated By Validated Submitted F CApproval Approve tl Status Revision 2017 MI Windows and Doors Brant still American Archltedural Steven M. Urich, PE 06/042019 06/04IN19 06/07/2019 Approved Category: Wmdaws (717) 365-3300 Manufacturers Assmiation (717) 317-8454 Subcategory: Fixed beflinger@miwd.com Compliance Method: Certification Mark Or Listing F1.015349-R72 Products - Sato # Product NOW, Numbm or Name QualityAssuranee Product Description Contract Expiration Date Approved for Use AoorovetlfmUs, In HVHZ Outside Impact geslan NVHZ Resistant Pressure 1 185 PW 73 x 72 Insulated Glass 0410312023 No Yes No +601-60 Florida Department of Business & Professional Regulation Paw I of I Building Codes and Standards 116=18 Product Approval Application Detail F1p7MOmM Sane EntltLar gas no DdePm m gale mm Vanlon WArddachm COMaet Emitter &Lipson ValkWO By YaIWMed silbmNbd FBgA■rovU Approved ambm pwmm 2017 7hmms-Ton Corporation Rick fAhiphl Lyndon F. Schril P.E. Ryan J. Mi P.E. 10/1812017 I0/1812017 10rdMil' 121121211,17 Approved Cwbpory: ExbrlOr Doors (419) 2WI740 1`E43409 (813) 767-8555 BubCabpory: Av i ging Exterior Door Assemb9n ridtw®rwbklpooneukants. Campnl Method: Enkobw Report fern a cem Florida Rogaund Ard*W or a Lianed PTorkds professbnM Enomw eLa&4114011Ptnmm Cud&A■L■IBa Approved for Use Approved for Uea ho= gtlln §,g# ProdudMail.NumberaName Conb MEsMMOonOab in Ill OutsideVNZ RNWUia Pa,mae I a. &qud;FbwClaesla&Wot, &quotSmoot6SW&quot, $80 19;E &quotk W"$4uot Glazed Fibegisss 121312021 No Yes Yn WA &q.C(wk:Cra t&quot m &quotChtnicCraft Singh Door - (X) Inswing m Oubwing Configuration Rumk*-ot FL#131924M Stile IYn version Imaltmffi■c RevWon 2D17 John, Hardie Bustling Products, Ill CobBory: Panel VV&b O.bCabpory: SMkg Cempli s Mo*iod: Evaluation Report Ill a Florida Rogbbmd Architect or a Licensed Florids Professional Engineer PLa131924t5 Pmdzcer Rat Product ModN. Numbw or Nora 2 HardbPlmk Lap S,*V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pps1Mi II ve2ota Fenww hat 20 later■ go g VaNtlabd By y alb FOC Annfoyd AOQroved It" Pegereng Zhu Rm w I. opawe John Southard, P.E. 011MIll 017 08I092017 0828=17 10,1101i Approved (90%349-2927 PE-24121 (352) 367-2526 pxgsnem. hutidamesher dle.com OunWAmua09R ABmaed fia.Imt Asmm dforlat IM■d Munn PJ dt�nan DIO In HVHZ Ou§W& HVHZ R Pneeam fasr-cerneM top siting 121312020 Yee Yes WA WA Florida Department of Business & Professional Regulation Page 2 of 3 Building Codes and Standards 1120/2020 Product Approval Application Detail fil;s'174gB-R5'PraduMs Quatkv Assurance Apmovedfor Use Approved for Use Impact gat)„ Sea# Product Model. Number m Name Product Description Contract Expiration Date In fill Outside HVHZ Resistant Pressure 2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung 10/082023 No Yes No +60%60 Florida Deparlinent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pali I of i Iffi 6 MW Ym ion lmeugmbill g4tmmm Embalmer 35Wmm VaadebdBy Valkh d Submitted tr.HC Appro(al Aaetpnn hHeaa Revision 2017 Clopsy Building products Company Mark NNMMf lot lintel Teeang SOrvicee fill Gary PbehW 1129/2017 W101i IZIOM17 Approved Cosoll Exterior Doors (513) 7706082 Ina (513) 519-M SubCabpay: SedWsl Exterior Door As .bbn mwest~adopay.cam Compnla MMMd: CeriBcal Mark or Listing audw Approved for Use Approved far Use Inad lad■ seBn ProductYeai.NmmprnxNareean DabIat!>2S ! $ Psaupa a6 085 V4549 PAN-2F153, 73, 75, 84A, 94, 42. 48. 4213, 48B, SbM Pan (min. 25 ga.) SMglil (up to 9V wide) 0621=11 No Yes No +38 Pali 4RST, BRST, Goes, GRSS, ARSE, EM WINDCODE11,11174; WB Gange Door Fail, Florida Dapaftimeht of Business & Professional Regulation Paw I of I Florida DepaMlent of Business & Professional Regulation Pea 1 of I Building Codes and Standards 115201e Building Codes and Standards Iasrm+e Product Approval Application Detail Product Approval Application Dotall m Aeesahmh Side Enft or ham hat O M ham n Stet Emau or gat hat Dab Pendrs ham mm Yaal■ mmuf 4w Samud Enak e L Lines VerA bd By yondmw AMI M id PBS.Approval ACOMW l &ME MGM ymin McMtfack[s Sontmt Enamnr.& Llanfs V.Ndded err Yam 4WmSmn FBCACOrOvd Approved Saba RevWan 2017 POT IMustrin Dsen Ruck Mt.*DWe SCCO-CER MWnLDods aCCO-VAL 12PIM17 1210=17 1225=17 Approved Revbbn 2017 PGT kwusm" Onn Rusd Mlamt•Deds SCCO-CER MlamFDsee SCCO-VAL 12202017 12MM17 122512077 Approved CMOUW. Windows (941) 4850100 (786) 315-2590 Category: Wooden (961) 486-0100 (786) 316-2690 SubCMsgory: Ftind dmorkCpgOndustrtn.mm SubCabgmy: SIl Hung dmark®pgtindusbles.com CompuW MWwd: Cs1N8eaton Mark or LW" PL824S4M Produces Companies Matlnad: Certlfcetim Mark or Lb6ng FL2230-M Products Itan PredprrAMotlM,Hu low OrN- Gustav Am� Aden Approved for Pnxkat D�adln r�aamEa n.lam mtiYliz Outside HVHZ Im■d llulan Hakim" dh■tua seep 91WIbLAnp[lQas AporovedforWs ArmrovedforUas Impact DOMM t rhoon conuact Expiration In HVHZ O UW,HVHZ R.Wot t )R>smn N P t4no (edge M"m hrpacy Vinyl Fixed Window 041302020 Yes Yee Yn WA 7 SH4)60D (Carps Mbob knosto Vinyl Single Hung Window 07002020 Yes Yes Yea WA F1031#24%6 RM BM Version l Revision 2017 James Mardis Subdlag Products, Inc. Caegory. Panel Wads subCabgory: SMNp Compliance Med d: Evaluation Report from a Florida Rog%*W Amhftd a, a Licensed Florida Protocol Engineer FLN31224tg Products age Product diode& Nraris m None 2 HwdW%nk Lop SWW Florida Department of Business & Professional Regulation Page 1 a12 Building Codes and Standards 1202020 Product Approval Application Detail FLJ2614m11 Quality Assurance Approved for Use Approved for Use Impact postal C uct Description In HVHZ Ole a re �,g VMIon Ibinr eel Aluminum Mullion 12/312020 No Yee Yes N/A Revbkn 2017 POT lndusbNs Cobpay:lMndows Subcategory: MuSr Coon Method: Ced k$Nm Mark Or Listing FLO2614t11 Products Sop # Products Mod L Nw wror Name 1 Muaone fol Dam and Windows Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peel of Iissale EfOW 21M g!t Dab PKHKM 21M corma Epps VMkebd By V&Udden alb h Agpesled stabs Pit+wimi g Zhu Ronald I. Cgawa John Southard, P.E. 0111126121317 0810821117 011FAW17 10110=17 Approved (909)349.2927 PE-24121 (352)307-25M plag ihopiktrlittIamnkar dle.corn audbA�� Approved for Lko Anomied for Um ml■d Doom Product DeecdoOm azwkilgamb III dftlowm Reshbod P� s,ertenheM top siding 121312020 Yea Yn WA WA FSt>�77�2 Still Lin V mo vialedilighm RwWnn 2017 Alek1e Catepmy: Panel Web Subcaegory: Sofb Comptkmo Matlmd: Evaluation Report 8om a Florida RogWo*d Archbd or It Licensed Florida PWmlonal Engineer F1jHfi2l Plainest $yam ProdatMoaLMrnsarmNarne 1 a. &quart r8.quot Solo Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pawl off 115,201e Eno, or tat Ina DOMPanBn lam Contest Emotional M VMMsbd By YtlMoed SuMnkbn FMAnnNydAnr9zed elm■ Dean Ruadt MMmi-Dods CCO - CER Mtoml-0oee aCCO - VAL 121062017 11/15=17 12I09/2017 Approved (941) 485-WOO (78M 316-M dnwk@pgtindusWn.com AUNMW orU" AnFnm[tat lm■d lad■ Aluminum MuNmm 072&2g21 Yn Yes Yea WA Florida Department of Business & Profsssional Regulation Building Codes and Standards Product Approval Application Datall Eaft Or gnmii Espmeeca Llap■ vaua.lad By Nick Tharnpaton Lyndon F, Schmidt, P.E. Ryan 1 Kong, P.E. ON) 922.2389 PE43409 (W3) 707-MS Mhmnpone ®abMo.corn Papal of II i/Mis ham tat Dab PwKkw 20 )Selmded alromlOW feel ABmmvn amber 10/0412017 10/032017 10/112017 121122017 Approved OUSM Amusing Aao[pYedmrlhas Approvedfor ti" bum Iadm ..an Dow In oubidsHVHZ RedevAt P? Vent m Solid Vinyl Sofa 1213111 No Yes NO WA Florida Department of Business & Professional Regulation Pew I of I Building Codes and Standards 115201e Product Approval Application Dal 111 FLM5nS4W sob Enft a 210 lime lat.Penan 21tt Inn Ymmn Monuacwrw c000t Barrel &Ul vtiMetedBy Valitltled Submitted PWA■mxri Appesled amber Revision 2011 Therms "ll Corporation Rick Wright National Aomadtatlon & Ryan J. Kbg, P.E. 12202017 0=112017 112/22/2017 Approved Centel Exterior Dogs (419) 298-1740 Mm pemeM Insole (813) 7676565 s ramarbr DomAeaambnee napy®rwb M9 oonsutants. +pbCaNagorY: Swirp�ng CorryaWhal' r: Certmcgtlon Mart or Lkft Cam PM522M o-lnM.m Q Jilt Ancrowd for Un !mast RMI■ IMal Cob Excitation Dab I, HVHZ OutkbHVHZ BialOda P- 5 e. &quat;Smoofl SGr&quor; and &quot;Bmchmedt by 818 and 810 Opaque and Gazed FiboMM" Door with 121312021 No Yes No WA Thermo-Tru&quot and without SMeNtec. W*Av sand Oubwkq 6g&1$71 2211111 mm venwm Nknu ahm Revblen 2017 For Industries Cassel Exterior Doons SubCosise : Sbdkg Exterior OwAooambbea Companies MMbod: CedBatlon Molt or LbNng FlA#7Fe# Predueta leas 10 SGO6570 (Large MW$Ne impact) Florida Department of Business & Professional Regulation paw t m I Building Codes and Standards Iano+a Product Approval Application Detail En&v Or go ham omb p rim Rik Srnmm EOmnm3L Vaddkd INC Va§dabd $IWM.ed FOC Approval Approved lmtla Deen Ruslt Mimi -Deed BCCO-CER MWnFDsds BCCO-VAL 12rMil 11282017 12126=17 Approved (941) 486-010D (7881315-2590 dmedrMppBrMuetrMs.cem 0,,MA■umm A■MVdtgglmt Approved for lm Im■m lael■ ce"beet.EemaYn.�e IOIAQY. dAQlz setmtm PJallftm Vinyl Siding Glees Door 041142021 Yes Yes Yea WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail l3tif� 296 Enft mm Vae14p Flier glad Ewww a uk volwAm By Revision, 2017 Cepay Bunan Products Company Mark VWSWhld IMsrldt Tnanp Swims NA, GaryPk*hW CeseM: Exbdm Doom (613) 770$062 Inc. (513) 519415W SubCappory: Sectioned ExteW Door AnnMw -weawrlawaclom,mn Como) l- COMICeO nMarkm Ling Pawlmi I I 116/2018 Ram lam Rem V,Mio d AW M W NOAMOVA Al W&M sobs I Ir11Q 17 OWIM017 12/05=17 Approved galAuma AMtroal..fxgn Annexed for Uft hand memo StanProd=MDOLM Prodatlkeso a In Ill ll9mlift HVHZ dlnlwm pu m 102 102 Vial PAIlil 3: 73, 75, 84A, 94, 42. 48, 426, 408, Steel Pan (man. 25 ga.) Double -Car (97 to Ill 051212028 No Yes No e37Isi 4RST, BRST, GD55, GR5S, Ages, Ill wins) VVINDCODE1116#174; VA Go" Door PSF )$f 99da im Yaalea lmmdbotm Revlown 2017 Jame Hardle Bugdtg Products, Inc. Cnpmy: Pawl Waft subCabsory: SMkhg Compltanoa Maddb Evaluation Report from a Florida RegbWod Arddbd or a Licensed Flores Professional Engineer FLJH3192.RSP,du,b ami Prodret YodM. Mundhsrm Manr 1 CKMft* Lop Siding Florida Department of Business & Professional Regulation Poe I or I Building Codes and Standards 1 vale Product Approval Application Detall Enter or 211a 20t Dab Pmdm 20 coned Ermb n & Llano VMMabd BV yorAdw SubatllMn FW Al al Aoormd h!■■ Pngahenp Zhu Ronald 1. Ogawa John Southard, P.E. Da25M17 08/09vil 011/21l 10110=17 Approved (We) 3401 PE-24121 (352) 367-2528 pMBshengshuG*roMer del.cmn ADOFOVid Itor Uas ApprOV"Ml gn IMRO D"IM Product Oonbid Exokgkn OM IB HVHQ oubwhkmm dim Pt"■ fiber -cement lap siding 12/31/M Yea Yee WA WA Florida Department of Business & Professional Regulation Page I Of I Building Codes and Standards 1fslag+e Product Approval Application Detail FLM6Xf2-d2 coft 1bnIBLPt lift Iatt DabponcKm 211 mm Yntl- Manubdum 4gom9t Enhu[a Li� VMIWVsd By iNudod aithmlaed FN AMatrrat Assroled At" Revision 2D17 Ali Nick Thompson Lyndon F. Solon P.E. Ryan J. Kip, Ill 1011342017 10/032017 la1112017 12/122017 Approved Cdogay: Pants Wee (330) M-2389 PE43409 (813) 7976555 SubOingill Soft ndompsonealalde.cem Cadrpilana MoOmd: E Skradm Report ki a Florida R*gWmW Arohaod or a Licensed Florida Pmbse od Enpbeer A■[mLed.OUSMe Approved rortree hnmd dadsn Ilse conftdExaimmmnmb in VH1 _ Dubme Mq+2 rP evuA 2 b, BquotAitlance T48guCt; Sofk VSM Or Sono Vinyl Soft 121312020 No Yee No WA -ti O CU ^ `) W O }PW L O Q O •� M �Fa '^ Al W -0 O //fir♦ 0 '1 ii O LCD- -2_ L O O LL O .co -0 E ty O L 1E 2 2 �/i �� vQ CL U) ■ af� C: 0 ■ aBaaas� -fississo ICU Cn 0 4(-j D W C 0 LL Q CL C 0 �a no 0 cn V °- V W Q z Z Q J a SHEET NO. PA 1.1 �7I IRUSh A I I I I ­71 --T Florida Department of Business & Professional Regulation Page 3 af3 Building Codes and Standards t2w2020 Product Approval Application Detail Qft EMIty or Re ,gate Date Fall Oahe Tie Version Manufacturer Contact Engineer&License Validated By Validated Submitted. FBC Approved Approved Slat - Revision 2017 GAF Michael Stleh Robert Nieminen John W. Kn-evch, PE t2/112019 12r112019 12/18/2019 ding FBC Appr- Cate o oa8n g ry R 9 800 786-3411 PE-59106 954)772-6224 ( ) ( ) Subcategory: Asphalt Shingles mstieh@gaf.com Compliance Method: Evaluation Report tome Flonda Registered Archdect or a Licensed Florida Professional Engineer FLiNb1}2d - - - Quality Assurance Approved for Use Approved for Use Impact Desian Sep# Product Model. Number., No Product Descrimlon Contract Exolratlon Data In HVHZ Outside HVHZ Assistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 12/162022 No Yes N/A NIA hipnidge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps+dt 1/d2018 eLNa91S4t2 921112 E.ttBarJE 21k 21K Ode Pond goo& Lrsa version MmLlactum figaet Eoohaa.&1.1cleanse vJY I Yddod Awn0d PW AD,,v d Agarsrad too RNVWM 2017 L.V. Thompson, Inc. Oa Thompson Architectural Tony Christian Zachary R. Preset Locke Bowden 10n012017 1002017 101172017 121122017 Approved Metals Company (TAMCO) (813) 24834% PE-74021 (334) aWlsoo Category: Roo" tonydigramerakooal9.can Subcategory: Roofing Aaessoba that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Lkwned Florida Professional Engineer Outlets Anu Product YpdetNrammbsrprNut AnorevedforU" Approved for Use )ggygt Daly Product Medp4Mn In HVHZ 29MWLUM ImtMMnt P1mIa! 3 TAMCO Off-Rkge Rod Ventwkh Soft 26 ga. stark roof ventilator with integrated table 001=026 yes Yee WA WA Florida Department of Business & Professional Regulation Page 1 012 Building Codes and Standards t2a2020 Product Approval Application Detail Qft €J)Ltys.." _ owe )Mle, Date Pending Lm version Manufacturer Contact Enataer & License Validated By Validated Submitted FSC An—Yod Approved Status Revision 2017 Boml Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Walker 10/182017 10/062017 10212017 Approved Roofing Category: Ro n 801 380-6091 rvices LLC. 05 4-0 0 ( ) Se (2 ) 85 i6 Subcategory: Roofing Tiles RocrAndereon@boral-con Compliance Method: Evaluation Report from a rare Product Evalustoh Entry Quality Assurance Aooroved for Use Approved for r o Use Ira' t t an Sea # Product Medal. Number or Name Product Description Contract expiration Due !n HYHZ Outside Re I m s eta Pre Pro r.[e_ 16 exony. a Profile- ao,. o es MIA WA 17 Saxony 900-Country Slate; Hartford Salta Shake, Slate, Flat Profile.- Stockton, CA Ini2020 No Yes NIA NIA Split Old English Thatch 18 Saxony 900 - Country Slate, Shake &.amp; Slat.. Flat. Profile - Henderson, NV 12/312020 No Yes NIA N/A 19 Soxony900 - CGmtry Sate, Shake, Slate &amp;:Split Flat Profile - Lek. Wales, FL 12/312020 No Yes NIA N/A Shake 20 Saxony 900 - Shake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA It 2B a Nila 900 lute ro e- Denver Madum Proflle - Lake Wales, FL 12/312020 o No es Yes N/A N/A NITA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps 1 a 1 1/5201e Scala E¢dttsi geld 1Mm Dam Personal did& mm Version Mmukaww contact Rosevear & LMme VaiMated By Validated Submitted FW Actual A0eraged BMea pa ram 2017 ITW Building components Group Inc. $Wart Lewis ICC Evaluation Servics, LLC Waem M. RaMei, PE OOIIW017 OW72017 O 212017 Approved category: Structural Components (847) 9188473 (407) 881-1917 SubC&WOM: Truss plain akw sCakfalw.com Compliance MNhod: Evaluation Report from a Product Evaluation Entity RA281,M Proda9m MetalsAssuming &grserad for Use A Use based Deaden Eye ProduetMpdN.NuanbarprNarne Product Dossrhadcat In.HMi SZsekleHVHZ Resistant Pressure 2 nW SCG/Alptne Hinge Plea Metal Connector Plate 12/312022 Yes Yes WA WA FLe21974t$ Code Lute version jifulderulu Revision 2017 MITak Industries, Inc, Category: Structural Components Subc tpmy: Thoe Plates Compliance Method: Evakutim Report from a Product Evaluation Entity 14.02197dM Pradree Se.E ProductModN. NunNtero Neraa 2 MII 18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa 1 of 11=18 EnflmoL gam 2111 Date PeMla 20 contest E-MMaLicense Vauddw a, maid" Submitted EBSAgfamlal Agtamad Amen David Wert ICC Evaluation Servko, LLC H:C Evaluation Service, IOIIW 017 10/19=17 10rZ=17 Approved (314)S51-7480 LLC. dworbillmi:Com (205) 59&9800 Owilill Ass Aoorovedfortlw Aoprovad for Use IM20 lhellon Contract Elimination Date la!!lgli Outside Resistant Pressure 18 ga. trues connector plate 01/012023 Yes Ye WA WA Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 1202920 Product Approval Application Detail SrBJIS ENIM or D tie Data Date Pending ,Dater TV-- Version Manufacturer Contact Erroneer& License Validated By Validated $Mum9 FBC Approval Approved status. Editorial 2017 Weyerhaeuser Roc Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. 04/0112019 03222019 041052019 Approved Change CategoryStructural Components (253) 924-6476 (608) 839-3288 Subcategory: Engineered Lumber Robert.Boldwin@weyerha Compliance Method: Evaluation Report from a euseccom Product Evaluation Entity Quality Assuraae Approved for Use Approved for Use Impaaect Design Sep # Product Model. Number or Name Product Description CprWact Expiration Date In HVHZ Outside HVXZ Resistant Prassure 1 Microlam LVL Laminated Veneer Lumber 0313112021 No Yes NIA WA 2 Pencils PSL Parallel Strand Lumber 031312021 No Yes NIA N/A 3 TlmberSlmnd LSL Laminated Shand Lumber 03/312021 No Yes NIA N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03131/2021 No Yes NIA NIA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03I312021 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product. Approval Application Detail Page 1 of I Florida Department of Business & Professional Regulation Pap 1 Of I Florida Department of Business & Professional Regulation Page 1 Of 1 120/2020 Building Codes and Standards - Ir"Is Building Codes and Standards 1151:20+8 Product Approval Application Defall Product Approval Application Detail Code 7YP9 Version Manufacturer Entity or f� Data Pending Date Ertpineer&.License Validated Sir V FBCAnnroval d CSL1dagL Validated Submitted Approved Status. Revision 2017 TAMKO Building Products, Inc. Ketri Eden Zachary R. Priest Locke Bowden P.E. 101192017 1 OM5/2017 10202017 12/122017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 Subcategory: Undariayments kerri eden@tamko.com Compliance Method:. Evaluation Re from a. P port Florida Registered Architect or a Licensed Florida Professimai Engineer FLe1S91S4t2 296 EillDf or Ram 20 RIMZID e 20 FL#14E1$4t2 21191 Real Er&v orgam DOW Pending 20 Lrse VOW"Maald�irsl concert Brrgio>al&Ll�a YatlIMMd.®L Y BldlmtlMd J Avnrsrffi As" mmVeraly 1 cooked Elalhaa[.&dLicense YeeaMd.@1L Yalidated Submitted FBGAgersyer Aggorotad Abdo Review 2017 LV. Thompson, Inc. dba Thompson Archautural Metals Company (TAMCO) Tony Christman Zachary R. peat Lake Boyden (813) 246-UN PE-74021 (334) 300.1800 101102017 101102017 10/172017 121122017 Approved Reviewf 2017 L.V. Thompson, Ina. dias Thompson Architectural Metal Company (TAMCO) Tony Christman Zoohoy R. Preto Locke Bowdon 1011 OW17 101102017 101172017 1211212017 Approved (813) 248-3488 PC-74021 (334) 300-18 Comm: Roofing tonyQgomataiCoflnp.rxyn Cebgoy: Roofing tony@gonwtekaMg.con SubCWgaq: Roofing Accessorise that are an - SubCabgory: Roofing Accessories that Inc an Inegrad Pat of the Roofing System Integral Part of the Roofing System Compika l- I :Evoltu0m Reportfroma Compforoo M, - n I Evaluation. Report from Florida Registered ArtlNtect of a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Englaer Professional Engineer PI11B01SR2 Preduucte Sag ProductYedet.Na harprNow CAtllaaet ProductDnadMiy Aceiroved for.Ue ATMs b" divas In HVHZ oJNlde-ti)1ii J3!!J� Pleagrs AW Product Mode. Number or Mute Asearoved for Use Ateroatlfor Use IMRId Dew ersrlvt a I81t�Q IlYHZ 1 Pm3Mrs 1 TAMCO Fat Tap Os4Udge Ventwah Base far Too 26 ga. static roof veralaoorfrith basis 091022D28 Yes Yes WA WA 2 TAMCO Gooseneck Vent 28 ga. OB/0911226 No Yes WA -0%52.5 Florida Department of Business & Professional Regulation Page ten Building Codes and Standards 11?/2019 Florida Department of Business & Professional Regulation Pop i of Florida Department of Business & Professional Regulation Pop I of Building Codes and Standards 1/&2ola Building Codes and Standards 1/54101e Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Code Emity or Date Date Oue PeiWlno Data FLrdal9.Rs mm Version Manufacturer contact Eawa2ff41icense validated By Validated Submitted FBCApproval Approved Status 2M znfta 2MR Item 20 ii Entity or Item Dab Dab Parma 20 Revision 2017 Lamanco Ina. Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 04/09/2018 12Y16/2017 04M5n018 06/1212018 Approved lye Version lteasaW[M Validated By yam Subml td FBQ AoeotltW Aparovell Am& LM vgyy me desidua famost Engb,&j({ Validated By ywhiod AWMftd FOC Anarcaval Agorslmf SWIG Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Revision 2017 LV. Thompson; Inc dba Thompson AmtrMeelumd Tony chi senan Zachary R. Priest Locks Bowden 10/10201T 10/102017 10117=17 12n22017 Approved Revision 2017 Florida Metal Products Inc. Clark Joao James L Bucker, P.E.Q MkhW John Romer, 10252017 10105=17 10272017 121212017 Approved Subcategory: Roofing Acmesories that are an acarter@lomenc¢pan Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300-1 NO Catepay: Roofing (904) 783-UN CSUCK Engineering P.E. integral Part of the Roofing System Category: Roofing totyQgmetakooling.com Subcategory: Roofing AconsaMs than are an clarkQbsmcc.pon PE31242 (561) 414.7667 Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Florlde Registered Architect or a Licensed Fkmda hltegal Part of the Roofing System Cornpamce Method: Evaluation Report tom a Professional Engineer Compliance MPOW: Evaluation Report from a Florida Registered Architect Licensed Florida Plaids Registered Architect or a Licensed Florida Professional Ell~ a or a Professional EngineerfLgliBMAI Products Quaity Assurehce Aooroved for Use Approved for Use Impact Oe tan FL#tM84t2 Produces Sea # Product Model. Number or Name Product Descrlptlan Conhacl Ezolratlpn Data In HVHZ Outside HVH2 Resistant Pressure. oLmft Animm ldffi.Us! Approved .for _Use IMRIO cook, 1 Deck -Air'" DA-4 LOW Profile;, Polypropylene Plastic, Roof Vent 07/102021 No Yes No-97.5I--97.5 Meadow Assuncrace overt for Live Amnm � DODWR D,e.E Fro!n!lvtlz PJvers Me chemically Attached to: Plywood Deck, iEm.E ilm (locales 1Impact S 3 - FLAMCO &Wd:RV 10 Rage Vantliquot Aluminum Ridge Verde for plaited roofs fabricated 12031=0 No Ye No WA 4 TAMCO Round Top OSRldge Vent with Saft for Tie 26 ga. static root wmtilsWrwith heft 091011=6 'Ye Yes WA WA from 0.025' Aluminum Florida Department of Business & Professional Regulation Page i of Building Codes and Standards t20I2020 Product Approval Application Detail Code Entity or 01016 Dole Due Pendno Data TVP-e Version Manufacturer Canted Enolaer&.Ucense Validated. By Validated Submitted FBC Approval road Statue Revision 2017 Glottal Protect. Products, LLC. Tim Robinson Welter A. Tilit Jr., P.E. John W. Knezevth, PE 09/062017 08/31/2017 09/112017 12/172017 Approved Category: Shutters (954)689-7545 PE-44167 (954)772-6224 Subcategory: Storm Panels hm.robinsm@gppentcom Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flodde Professional Engineer F iif�Dl!5J28 Pkoduct"s". „»c. - Quietly Assurarrte. Approved for Use Approvedor fUse Impact Design s an # Product Model. Number or Name aR.89_ Product Description Contract Expiration Date mHVHZ Outside HVHZ R eta �!$ Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm. Panels retained 12/312020 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Pepe I oil Building Codes and Standards 115=1e Product Approval Application Datall RAIDUM Soda EOlthLgt 21h ILm Dab Pending DAM Lrst Version Manufacturer contact EmhserItLtene Validated IN Validated Awkmmd FactAaearaat Approved &Mgt Revision 2017 nW Building Components Group Inc. Stltt Lewis IOC Evaluation Service, LLC Wdtamn M. RonWl, PE DOMW2017 09/072017 091212017 Approved category: Structural Components (847) OIS-8473 (407) 661-1917 Subcategory: Trials Platen slevlsQepfnetiw.0oa Compliance Method: Evaluation Report from ■ Product EvaluationEmay FL#1999.R8 Producte Aperored for Use Approvild for Lim Iced union 8yE PJaba4.DesgdmMn Contract Exaltation Date In HVHZ outside HvHZ BsaMMEd Palau e 3 ITW BCG/Alpirre Tralox Metal Connector Plate 12/312022 Yea Yes WA WA Florida Department of Business•& Professional Regulation Page I at Building Codes and Standards 1RO2020 Product Approval Application Detail Code EMIh or Data g tg_e Date Pomona Data Tvae Version Manufacturer Contact Eamau&License Validated By Validated Submitted POOAaatowt Approved Slat- Revrsion 2017 Al American Shutters and Glass n _ Mika Barbieri Frank L. Bernardo RE Tr eish P.E. Troy op. 10/18/2018 0/182018 1 1012MO18 2/ 1 112018Approvedp Category: Shutters eg (561)7129882 PE-0046549 (954)9470880 Subcategory; Storm Panels mmkeb@atennericanshutte Compliance Method: Evaluation Report from a rs.com Fiodda Registered Archiect or a Licensed Florida Professional Engineer .•FLA1 899',R26Wbitdds'-. ,,. r 1, _ Quality Assurance Approved for Use Approved for Use Immact Oeslan. s a # Product Model, Number Memo Product Description a Contract Expiration Date Lit iIllt1T]b Outside Z one HVHZ Resistant Proms yt4 1 24ge, Galvanized Stew Storm Panels 24ga Galvanized Steel Storm Panels 121812020 Yes Yes Yes N/A FL#I 22112 tare version Mmufmhm Revision 2017 17W Building Components Group Inc. cotegor ; Structural Compoards ButiCudo": Trans Plata compliance 11ethad: Evaluation Repot from a Product Evaluation Entity FLa1900.s6 Products Ant Product elomlat. Nun her pr Marne 4 rrW BOG/Alp rs Wave, Florida DeparUnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 Of I 1/82018 EOBtLat gam geld 1 gem Da,1M9� Efs, ItLlesnea Validated Sir valued Submitted F Aweavold Ilea Stuart Lewis ICC Evaluation Service, LLC VgsWn M. Roomed, PE 0911OW17 091072017 0I 2/2017 Approved (847) 918-6473 (407) 68/-1917 sbwM@s"Itar.can Approved for use AS aroved for ties bow tom. Product Dow" 000"d Expbvuon Dab !D►d•Rli ottF HM Resistant prossints Metal Connector Pete 12131=2 Yes Ye WA WA Florida Department of Business & Professional Regulation Builds Codes and Standards Building Product Approval Application Detail Page / o(I 1152o1e Florida DepaArnant of Business & Professional Regulation Building Codex and Standards Product Approval Application Detail Papa 1011 11512018 PLM174011 SdaM erne pr Dam. JI M oat pmwkw gdd. FLa1974ee 996 Endear or g 2da Dab Pendlrw gem lye )Ceraly manukcbm cooled Engineer &ice velhWdfel Validated StamBMd FBQAeersaal AgrEerad Boa mm verale tteold6,b— faroat EOahNc&Llanse Validated By )hlkhftd SghmftMd EgSAsearmtd AIrs[wed Ai" Revlsdon 2017 Mrrek Industrials, ma David Wert lox Evaluation Banks, LLC ICC Evaluation Service, 10/19=17 10112=17 10222017 Approved Revision 2017 MITek Industries, Inc. Dave Wert ICC Evalustion Service, LLC ICC Evaluation Service, 10/16=7 10/19M17 iO222017 Approved Category: Structural Components (314) $51.7400 LLC. Category: Structural Cenyonents (314) 851.7480 LLC. SubGtegory: Truss Plata daerlQQmil.mm (206) 59MBOO SubCaegory: Tare plses dwedQmll.com rtos) 5994=0 Compliance led d: Evaluation Report from ■ Compliance Method: EwWstion Report from a Product Evaluation Entity Product Evaluation Entity F1.921274M Prod Approved for Um AiscrashodliorLin bound IIWe FUN974121 Produces QtMMA@arseN Awnworad forlhas Approved for UM gam fine PM&dMoeel. Nanbera Hama Carload EmlraaMoab In HIM DuteMe HVHz Bvmmm P1NBBM AKE ProductModN Number a tame Productoamdmkn In tj�j$ ouWdsxvHz fMlEl� rPwun 3 NIT1gHS 18 ga. high grerglin tits connector plate 01/012023 Yes Yes WA WA 4 MT20 2000, trust Connector plat 01101=3 Yes vas WA WA Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Pegs I of I Building Codes and Standards 1/202020 Building Codes and Standards Inrm+a Product Approval Application Detail Product Approval Application Detail D9da Enov or lam Does gaga RIM QualityAssirance Aooroved for Use Approved far Use. Impact Do prod ct Seo # u Model. Number or Name Product Descrmtlon Comract Ezplratlon Date Outsitle HVHZ Rest Pr In HVH2 stem Pressure tars! fhWy Yeoufrdmu F.ralraeciLd�a Validated Be yaedaMa B,IbDrtl� PBStAaateral Ag>a�t BMga 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch Wide lintels 05/21,= Yes Yes NIA WA Review 2017 Oommerelal ConoMs Produde,fna Categey: structural components Robot Gera THUY H. HUYNH John Noy (813) 659-3707 PE-00122 (362) 51168311 10114MD17 10M32017 10rM617 12/12I2017 Approved aubCaNgory: produce Introduced as a Result of Now Technology paeastgatorayehoo.com Campania Methed: Evaluation Report from a Florida Registi al Architect or a Loomed Florida Profeska al Engiaar FLe1774.R6 Produce ffiE umber a Norse mW QualW Aae AsatLoad for Approved for Use hmna fission In HVHZ Resistant1 Provinces Commerotsi Concrete Products Precast and Prestressed Concrete teals 052&OM No Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps l di I 1mmill flitch Balkier go 2112 Dab Pandsis Qom Luc V—I n IMrsde4lrsr Contact Eoubmt&LIM Validated Be YaIMMed SsbmtllW FBC Atearovoll AgsaroJad ama Review 2017 Frill Building Components Group Inc. Stuart Levels ICC Evaluation Service, LLC Watsm M. RmWi, PE 091192017 020072017 092112D17 Approved Calegar: structural Components (847) 918.5413 (407) 681-1017 Subcategory: Truss Pats alavdaQalpitmelw.poml compliance Meamo i EwWstion Repro from e Product Evaluation ErdKv FL#fM*4U produces lieElt6Wlrse! Aganaved for Use Andre laud 21" &sal in Outside dloom 1 ITW DIMAlpine Higher Stetgth (H &amp; S) Meal Connego Pete 12131I2022 Yes Yes WA WA Florida Depertment of Business & Professional Regulation F.ga I er l Building Codes and Standards 1154(te Product Approval Application Detail FLE 974011 code Entity or RAW Rdt Dab PandWA Rim Lfge vnaly 1Maull"ou Carried: EDaloee&License yalMaedBy valued StbrstlMd FSQAaueral Amid &Mona Revision 2017 Mnek Industries, Ina David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10119=17 101192017 10222017 Approved Category: Structural Components (314) 851-7480 I.L.C. auticaagory: True Plstaa dwertQml oom (205) 50048M Continence Medicaid; Evaluation Report from a Product EvoNtetlon Ems' FLe2I97412 Paduete Guaar Amu remu Amaysd for Use WSW Se.E Product No". Number or Neat Product osmrtdiprcoastal Expiration 0,% JDIPIHi owhimeHym Reelected Pressure 1 MIBSHS 18 ga. super high strength trues connector plate 01/012023 Yes Ye WA WA mm vales M."uha es, Revislm 2017 AAnokIndustries, Inc. CaMSay: Structural Components Subcategory: Truss Plates Compliance Method: Evalaban Report from a Product Evaluation Emfy FlJ21974N Products ME Product Model. Number or Norte 5 MT20HS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 1/520/8 EnHW Dam geld DebPendia go gsnte: EDaiex&LIs validated Be Submitted FOC Actual AQ!?DIl4d BMaa David Wart ICC Evaluation service, LLC ICC Evaluation Service, 10119/2017 101192017 10/2'J2017 Approved (314)851-7480 LLC. dwertQml.can (205) 599-OW ch,ew Assurance Atearg"W for,ImS Approved for Use miwml Product Does contrast Circulation Date In H*lZ oubme Resistant PNNMN 20 ga. high ttrmgtim truss connector plate 01/012023 Ye Yea WA WA C) (D C > a) — a--e U Cll Q O `v U -Z^3' u) l^1'' O M L V! ^O u W O CQ O .� W O CL L --0 C � CnQ Z Z W J (A, bb r�` Boa«m�1y I 4 15 0