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HomeMy WebLinkAbout3163 Lytton Hall Dr- rl r n I -11 r _ __ - T — ❑ - -1 _ -- - - --__�-=- T --- E11:1171 F171 El D D ❑ FL 7: 110 E7 111. ❑ E ❑ F171EFE71FE71FE:11 t�9 `? t u l R VIEW DATA t :4 '^ E of: ZE��� t ,- PLAN WORK ,HALL G(IMPL �Y r �s�tF>/}�lLING ALL W® ;ODES FLORIDA BUllDi'�C WOE NATIONAL ELECTRIC- .�C3DF AND THE CITY OF ZF_P yRH1LLS ORDINANCES INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Altemate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRIG or BRG. Bearing C Carpet CAB Cabinet CIR or J Circle CJ orr C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Goff. Coffered or Tray Ceiling COL or Col. Column COMP or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FIG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior Kor KlWall Knee KSS or or K.S.K.Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. ILL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. ReturnAir GrillS5 REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SO or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves__- SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ SF or S.F. Square foot (feet) SQ or or Sqq . Square STO Storage SW S.W. Shear Wall or S.Y.P. Southern Yellow Pine SYP or TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof I Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) S3M MONO DETAILS S4 DETAILS DETAILS SS RETROFIT DETAILS D1 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS --- MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO ORIGINAL DESIGN 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 Thesgner/Engineer are responsible for any plan erro sr, om ssions,or misinterpretations t 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. 08-27-19 3.2 E N G . REVIEW FOR 5 — M 09-20-19 3.3 ADD 8'-8" ELEV. FOR TR EVESTA 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. sub I C� 0 L� �..,•;1311iilflit//fri// Y •.o r \ J ' 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 r E Q o 8 0O �p N ^ •t u- N #itt C O ti ch C"# N li LL , 0 « C"FA A , M Q N 'coIw >. C u_ rnm W 0 d ti Y Z-0U) O 0 it lr N 'm O r cD m 0 m m a W Z IL 2 E �_ rn cr)"'<No Q M Z o Q O N O < Z U ❑❑❑❑ _ its z o Q J th N z o (1) o 'l T t'>3 Y w � o U a — O tJ') t/1 W c E � � � o 2 E 0po 8 I • o m S o Z M o wa M E W° Z® 0 N V H C z <o oa �o DU Z O E � o aZ do Ott az w ro C � U �� o o-Z 2 Z J • 20 u� CL 3 a oa go a w W ci 3 <2 h �k � CD o w w� r,0 a C�D �M 0 .y ce) ^L1 \W r 0 Q V C L m C T LO .� 0) 1— LO Ln T C0 J o ( N r T M N o cc Z : T E iii r Z m a.0 � m Q a c � JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. C S L C c d 54'-0" TYP @ 1 STORY A S3 H.B.+ 0 N w'----------- o F XG TI E v iv N I I I S4 @ GARAGE IkeCO 15'-OZ" to I I I I OPENING 20'-04" I ' O T. OP W o , 5,-0„ `.� FAMILY R M DRYER VENT THRU WALL I I I - R&s --- - 2 CAR GARAGE VAULT CLG. , Orn A CARPET `� 8'-0" CLG. I O Op _ 5-SH HANSON BOX LID Cl) '- T iv ----- OPT. iv `�' 16" DEEP w @ 36" A.F.F. I I I I p -0" \ \-------- REF. L - - J ,s �w LG. L6o ifl I I w I I I = I I o `q - I CD EDGE OF SLAB 2" I w I l O CO °ice BEYOND WALL I O `� I I I 1 2' 2" 2,16" X _ 20'-04" I I 20"x20" SQ. I I I PILASTER W/ (4) N I 1'-4'I i S3 / l l I I I #5 VERTICALS. 9'-6' CLG.( I I I i I IEl �` I I I GROUT SOLID. `/ I I I I I (SEE ELEV. FOR O I I I I HEIGHT). 4x4 P.T. CD 2:12 SLOPE 4'-0" CEILING I - I I i i Y a z R I O oo 2'-6" IX - I #2 SYP WD. POST O11 I ' ' ENTRY TO SIT DIRECTLY a a� I I I IN CENTER W/ T I `O I I D I I SIMPSON ABU44 I I I I it--� BUILDER TO PROVIDE I I S3 1 1 8 -0 CLG. (TYP OF TWO) PATIO I I i I I� I D. I N APPLIANCE tL � ----------- - - PROTECTION WHEN G.T. - CAFE C=�J n W^ j REQUIRED PER FBC o N 0 E O00 I VAULT. CLG I v K 0 LLo CARPET I 16, „ ( 8'-3" S3 I I 6" -104 6,_8„ ,_6„ 3068 -0" N I 1 (3) 2x4 #2 SPF FOYER O G I w/ DTT2Z TILE I I 9'-6" CLG. I I 5'-8' 0" 4'-0"1 H AT 7'-4" I o -f----- B.F.z - -----_ R&S ---- ^' a R&S = Z R&S ----------- o w TYP @ 1 STORY t, n / I C. i ______ ""r Z 166 R&S "' A S3 (3) 2x4 #2 SPF _ I w/ DTT2Z - 00 � ao N AHU 8'-0" CLG. 4068 B.F. 4068 B.F. TYP @ 1 STORY ~1 T CARPET I 3 8'-2" 2668 C7 2668 A °D 8'-0" 2'-4" 4'_2" 3'_74" 8'-04" S3 I OWNERS BEDROOM M SUITE ITN I 5-SH o 8'-0" CLG. 8'-0" CLG. 16" DEEP "' CARPET BEDROOM 2 O_�; A CARPET LIN N C go 8'-0" CLG. v Cl) I CARPET c=n A O 60"x36" 7 to N s� T- SHOWER in ITI'LEO 8-r�11" TILE o 15'-04" ^ 3'-0„ in 2„ 10,�„ 5 3 ' 10'-5" I BERG LAS f: i. URROUN in AC PAD P �" 1 0 ) �o o'r3"1108, (FIBERGLASS �� URROUND I T H.B. TYP @ 1 STORY A S3 25-SH 0 S 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 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 251 S.H. 13 20 X 381 18 4 X 37 j S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18jX71' S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 1 H3 27 1/4 X 38 tj 26 x 37 1 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 112 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 } X 37 3/4 S.H. 24 37 J X 50 i 36 j X 50 S.H. 25 37 j X 63 36 } X 62 1/2 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. C;anPrgI Nntac 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND I",1"1"'111'1' � � I • � 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 r'B111(TRB) 1 ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION 113-11/13-13 KRAFT FACED SCALE: 14 r= 1 r-Orr (GARAGE / LIVING) \i cS) i j: n ) tli, I�Izz�/���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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. �pp00. 8 Q � � N M M r_ N lJL LJL. LL_aC LL N LL fn W - a 6 M W >.�LL a a Y C N m m O 'Cc Z ILW �oa0 rnL6• °0v_�x NQcN+�Z U 0 � z ° L) ❑❑❑❑ W z Q d o N o 0 f� U C!J Y E � _ O N �N � w C E 0. U w F- m EE I 0 V � U ij N8 • �Q 10 Q soo o w M M w ¢ Z c 91 EI =o os �rn =® 0 E U a0 s o °w¢ LN _ z 8 U0 " O 4 Z N ro a? F ¢ p < o W Z m s NCoz U r O Z z Cn _j w m 2 W � Z 0) ova � go N W W a0 a o z O wN a� o3 CM L T 0 o m co o .� LO T N � � T E M N ° Z E O vJ r Z C a E U v c Q p c c JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND Q? T 0 M CO C) O fV 0 OPT. REF. O M k L KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / / w Q MEDICINE CABINET O0 OZ OZ O > N MCV t'Md' co co CD 0) cC T 0 O CV HOOD O fM Lj RANGE KITCHEN C be BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER HOLDER CV FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN g ROD TUB OR SHWR. in w rs H SHWR. o = VALVES w C° o 00 = 1 SOAP - Cfl 00 o DISH U 1 10 co I O ('l ch O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR C 00 NMI LL1jL111 I i 7 i 0 n i O O Ch LL U) 1) — 0 0 E 0 mo 00 f OWNER'S BATHROOM INTERIOR ELEVATIONS. 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT OWNER'S BATHROOM INTERIOR ELEVATIONS. 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT tz O O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE ' CABINETS o 00 00 o t _ rIN r- 1 `1 I n a. O V-2" 2x r a U 1 0o f FRAMING *—INC - r � � p O _ O 1 1 /2" GYP CV CV N BOARD -1 FIN. FLR. r %%FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" Cr=— jc� Liu ,J �C I \ Lr � " 75 it61°����r\\` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ci �EQ eb t�po op O t1 `� N I.Oj N N or-) O r # N - Q •gLL� LL LL O_ a � y M W O �c'iL� anW.�O Z � U.,O � M FO o W W _ o �� m �o mono° mg¢' 2E-rn <oag 11 i OP 0 ao 5� HEEL — 12 N T.O.M. F4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. — t ------------------------ TEXTURED F CEMENTITIOUS FINISH ON C.M.U. (TYP.) I 1 2" x 4" SMOOTH I TEXTUREDZo I SILL / BAND I I I I F.FL.-------------------------------------- I — 12 �5 3 TAB SHINGLES. ROOF —' INSTALLED AS PER —� =— MANUF. SPECIFICATIONS 1'-0" — — — -------------------------------- I ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑�❑❑ -- 2" ------ 1" x SMOOTH � TEXTURED HEAD/BAND FE7a I j -- --- -------- FRONT ELEVATION - B1 4' RIDGE VENT 12 12 - g ��-- SCALE: 1 /4"=V-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. --------- HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" 2'-0" CEMENTITIOUS TEXTURED TEXTURED CEMENTITIOUS - FINISHISH ON ON C.M.U. 9 FINISH ON C.M.U. (�,P) co 60 (TYP.) Zo LEFT ELEVATION - B1 1 /4"=11-011 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 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. rn (t_\ 'v "Wj It II ��' • F •' " '•N NN 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. N Q E I'_ Co 8 N N V Opp o, J M N � N co ly tL (A (AU_ 5 J u- J a a N W a y t7 a W W 7 > C a W Y Z vrA°' x or �a�o_ �mOo oC" m��0 W ILW'm Z 2ETco �oai rn _@ N p< 0 rn 2 NQr�Z C) Z d ❑OOO W � Q) Z N (D S Z Z o J fh o U) N _Z /4--J0. V .O �n Y w O Q N W F- c E �ll) o U f° d a+ _®w U o � o • s�o ti C:,J w Cl)Z o � LL E E io a° » Z® CU nJ O = s a� OU o� Z N , ! L o ¢o O az �w aD � - � w 0 O zZ Z J ab Q W gz rn Q3 ova ?o a wZ W U �o o� 0o JW Qa 0_ �o CD V zzla It: 3 c 0 ^L W\ r o-1-N > 'O V/ m 2 U) T y J C:) TO r ui E c M N r o Z c E O c EL J Q Q 1 J JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. 3.1 I __L 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS 0 bo T.O.M. -- — _ R HGT. F. FL. 12 4' OFFRIDGE VENT -4' OFFRIDGE VEN 12 3 TAB SHINGLES. ROOF -- — = 6'-0"==-r=—' 16'-7" — — INSTALLED AS PER MANUF. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1. 4' RIDGE VENT 18' RIDGE VENT 12 �5 RIGHT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. L t �Lf J � \e /k 0��\\iN1111111/1J!! ,Is, '' F L O �. ZZ ., • ll►I11111!! � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ... .. Q E op rn 0O 8 N i! t� CD 0 99 J J M N r- N 4t CONU. LL G dM� J *k Li w LJy LL _J a r1 N N M W N M Z Z -0 =p C mo m o O m0t-- m�MM t�jl W 2 ET rn � o a 0 LL Z �<No �oN= N Q co Z U� J W z N $ z J d N W V W La V � w C' OW N F c o Ln U 'm w m o g = w d U o tK • MZ co O Z LL E Z EU co fO UO LCnC>3 OZZ° ^ � O °E z Q) W 20 Zoz o O 1 awo®�UQ Z WcoJtNa^gN% o w <a �3 �o � ct �W Zed o1 O3 0 2M cM ^L� W T Z O L ^ 1 m c _�I�' U') r— E r M N O Z m Z E O in r L`a c a E 0 � v` Q p c � JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. 3.2 I rn 3 i m CD aci v C2Q J M L co I rn 2 m a� c v 0 J 00 rn a v rn -L 3 a o� N / a E N E S L O C 2 LZ P 2" VARIES 1'-1011 12' CAP CAP 1" 2" "NOTE: — iti iv FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY 1/2" RADIUS 3 1/2" RADIUS flo oo CO COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" _ iv 3/4" RADIUS 1'-54" 1" 1" I� M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 4" VARIES - - MI< r,N 1-0 �- OPENING VARIES o �2„ VARIES 1'-4" 7 1�„ 2 VARIES 1„ 1„ 1 1/2" RADIUS T 4" 4 42 2„ 2 1/2" RADIUS 3a„" _ cD �� a- VARIES 12 32" 11" 32" 1„ 1„ 1" BASE in r BASE 3„ 1„ 1„ z 2 1„ 1„ 2„ a 1,_8„ a N �4" 12„ "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2' 1'-6" 1 1 4 1 " � DETAIL TO BE 2" 2" BUILT W! STUCCO. EDGE OF 2a" • OPENING 0 , 1-1/2" THICK 1-1/2" THICK 4" 101, 24„Li 10" 6" L _ N s� T � r � (D _ _K r a 6" cn Cr cn rc� > > 1-1/2" THICK 31" 2a„ - 5z 2'-4" 1 5 52 7 1, 4„ 3„ 51a„ 00 CIN N r, c a" 1" 12 0 VARIES VARIES 2" w Q �Ch t VARIES VARIES t r • 4„ 8„- 32 Q� - ________ N iti r 00 - Q1 Ca �, Q' 6" 4" <V (V - KEYSTONE F11 b OPTIONAL - - KEYSTONE F11 00 OPTIONAL i Rs CDQ 2, 44„ CO �t R'yq v LT'�— 3 a ' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-64" 12' 2'-1„ SMOOTH FINISH • FOAM! EPS MATERIAL IS ACCEPTED .4" 4„ T-8" 7„ N " 4" 3'-0" 4" 10„ 1,-4„ 10„ �1 f2" iD 00 GV N o CV 00 0 I ih ih r- 1" Rro•- 11„ z 1„ V N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH L 1 i r \'�JLJ 0 fV O CV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q 8 CID N 1-- co N # Lo O O O p r N N C M r J J Nw LL LL O 0J 7� � LJL J w (Z !L Q �&6- >mLL LL aww� z <, -a.Wx 0�o Z @ a o O O m m J O LLINQ U � - Z 0 < ❑❑❑❑ W Z N t0 Z i iE: Z Q M I t„ LL � U O c� " w F— c E �N o F— U m w � ~ O 8 ( s Q a s sm o N w M J o z < ILL. n E Oca W o oo wi Qs ?® ❑a � K 0 o � U U Z O �c=l a1°a i az N a? t wo < o z ¢z w F °' o N Y U y Z ) Q: 0 tl Q W z L/i oa 2 z go W ci w ¢oEE a w � �r O CO Jz w 'o� �� ' v z�< ° 3 c o -M / > M ^L' `/W '— T C) 0 co 1 �� C VV ■� T T U') T T T M N o Z cc Z � E Q v; `m a E U Q p c JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. F1 P 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. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94--/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Doper to lights & outlets >pper 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) l9 PUSH BUTTON SWITCH (OPTIONAL) i0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER H.B. ` - VERIFY LOCATION IRRIGATION --- �� j ELECTRICAL PANEL GFI @ 44" A.F.F. I I I I I OPT. I I I FAMILY kM . GF D.—W - \\ \ _- - \ \ 2 CAR GARAGE ROUGH -IN FOR \ \ \ I I I �\k OPT. CLG. FAN/ GF \ \ _ Q I I I G LIGHT PRE -WIRE ------t I I I \�OPT. I I- _ REF_ J \\ J U I GARAGE I I 3'GFI @ w w I DOOR -4 " I I Q C GFI I I A.F.F. \ Q w �I I _ I I I )GFI 4FI U.C. SWITCH - -I . . . . . I I 1 FOR DISPOSAL I I1 I I i I I I I I I I I Cam, I I� 1 I I I I LJ [ENTRY I I I 469 i F l I I I GFI @44" L—___________ A.F.F. !)o ----- ---- CAFE C--_J GFI \ T 3 DEDICATED RECEPTACLE FOR MICROWAVE RANGE \ I I \ HOOD PER SPECS \ FOYERWP I I WP I I I I GFIdb C.M ------ db -------------�-------- - - - - -- -------------- I O W.I.C. I � C.M ----- — I S.D. AH /M I S.D. S.D. OWNER � RECEPT I BEDROOM 3 SU ITFz FOR I ROUGH -IN FOR ALARM I SYSTEM.! OPT. CLG. FAN! BEDROOM 2 LIGHT PRE -WERE , C\\ 2 \\ � OPT. CLG. FAN/ DISC. 4 I ROUGH -IN FOR / \\ \ LIGHT PRE-WIRI OPT. CLG. FAN/ WP LIGHT PRE -WIRE GFI � , VP AC PAD tjF1 H.B. ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" CLG X i rn 0 N 0 N 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 v E op, M Co 8co a - 4 V 0 N N C l.L LL M r .� co_J ad Lou LL # a ills Q LL N z y m S > mLL SZ U_ Ili N a aLU Y z �rn� 0 Wm0�'O J2o moo mg¢� yl EO> IL 0) Ci _«0 N O N Q M Z R o a r lY 0 rn 2 U 0 5 0 Z U ❑❑❑❑ W M 'r z N z � z Q a N z D � o � LL (n fC3 w � U � a O N to W w t= c E � U m w c E 8I _® :• Q N 0 s� o �Z O ZZZ U_ wo 50 � >m Z E V CID ro x3 0° Z o U .. ❑ ❑¢ O� aZ N � L wo 6 ❑ m in � CZ 0 ZLL >Z J 2Z V1 <m oa w a 0 Q� ;o o ¢ ZIa 3 �M 0 ^L, `W T 0 Q U 0 CO n Li Al m c O • — J ,- Ln TT T Cfl O T r r E T M N o Z ca Z E (Dcc y y r m c 'a E ci 6 v ¢ o c 4) JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. 4 I ll J ATTIC VENTILATION CALCULATIONS - 131 TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. ofSQ of o ventilationt . INof SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2000 1920 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. G LL� L i tea✓ � _ cy' �J rI • LU ;i. 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 EE op 8 N # O O 0)J J M r- N c i0 co LL U. 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N. 0.10 I I I I r S3 � � I• ^ `q + � CO 60 ■; I INDICATES FILLED CELL w/ 3000 PSI CHASE TO I ' ' BUILDER TO PROVIDE CONC. GROUT FROM FT. TO BEAM I ISLAND . • • ... I I APPLIANCE PROTECTION J W/ 1 #5 REBAR VERT ABOVE SLAB r I TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND I LOW WALLS K S3 WHEN REQUIRED PER FBC I S3 HOOKED FTG. DOWELS 5" EMBED _ — EDGE OF SLAB 2" W/ 25" EXT. ABOVE SLAB "GRADE 40 iC— I I BEYOND WALL b STEEL" 25,_6„ I I 20'-6 6-8" 1' 4" x w 4'-0" STEPS AS I r 1c2 II II I 1 T-421" 7'-iZ" (2) #5 VERTICAL _0 in F4 4 REQUIRED o I III L_ _j 3 I, BARS x M PER FIELD II r — �fllY I PROVIDE 1 y" RECESS I I I II I : � i, � CONDITIONS �� L JIII�-- FOR REFER TO I L JI K CC CC CD SGD. = = ■ I iv MASON'S SLOPE FOR I I I III I ' � WIDTH III D.W. III ;:� 'W. H.\ � S3 S3 I ■ r — — I S3 o III II_— C� \ — —— i5r) S3 I = = — —I— — ...... — — — — — — _13 CO o -3 1 /2" 1 /2" SLOB I N 8" 4' g" I 3-1/2" MIN 3000 PSI CONC. SLAB FO 2'-6"x2-6"x1'-01, W/ (3) #5'S E.W. PROVIDE Y2" x 9" I N L 00 �— — — HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ;T S3 v ■: I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4' 4" CP M : I . • • ' . . • • . . : • : • + A I I + + I r I I + ! I + I r + r + + I + + _ rT� A in 0'-0" ■ ���l'-5g" co. S3 36'-6g' :I: r TYP @ 1 2'-6"x2-6"x1'-0" j ` f STORY U.N.O. o W/ (3) #5'S E.W. r I— — — — CJ AHU _ — —C}J — — — CJ — — — CJ — —I I ::...... I N 7„ I '■ 10'-10$ ■ - HVAC CHASE Ilj b BASED ON I LOCATION �' :.'.'.'.'.'.'.: L _"T_`_ Tr CY)i Cl) ,' ll ►I. 17'-2$' 2' g" 2'-8" 2'-11$"II II ; L J} { t . —7 1 in _T +♦r r+rr rrr♦++r♦♦rr r+rrrrrrrrrrr+r r+r rrrr++++ r+r♦r+++rrrrr+rrrr4 T+��r rrr rr r++r +•rr .• •. r•..tirr.+++• ♦ra•r♦rti.ti•.•♦•...•. .-•1•.. t•.♦ titiv •+•. •. •.+•.ti rr•..r•.r♦ H.BTYP @ 1 STORY . A U.N.O. 3'-8" 3'-5g' 2,_68" 6'-0" 6'-O" 6'-0" T-10" 4'-2" 3,_28„ 2._�., 61_01, 6 4" 54'-0" FOUNDATION PLAN MONO — ELEV—Bl_ 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 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w � CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .: • �_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. • ' ' ' HORIZ. REBAR, TYP. U.N.O. • ; l , '�_ *"Alternate: ------------- The reinf. bars shall be •. • • • • Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" \ i G j \ VVN i j R :if!i ,•� 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 - Residenbal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h a�oEE� N 0 0 0 m � team L W LL O M M of LL N W O > .` yG Z � � 2 C Y o a o�`D m o Q m _j tW Earn o a z LLW N< M z U 0 5 a z U ❑❑❑❑ W z N � z (nv) � Q o cN'> z li t 4--WI w 0 U o a 0 w � E00 N o v m w t— m E U o Q O • rn S o z M M z Z � z � J Q LI z z » <R a 0 E V ZO 0w� H — a0 �0 1a 00 °� Z O r0 ao wz L 6 p m E tD c 0 , O oz z z J �o p >z `z 02 = aU Nw ao oy'z z O J w a . 0 a CAO �< °� 0 .0 M ^L' \/W T' �•� > 0 V/ mco T O /•� •� J C) LO T Q M 04 � T T i .0 ai Ec r M —04 o z � z � E f° m d E U _j a> Q p c c JOB NO : 19-8530 SCALE : AS NOTED SHEET NO. 6 TYP (2) (2) A A AIf � WCJ3 A 2x12 #2 /16" OSB @ 6'-8" TYP. BM TO CO. Ar CORNER 1 S5 Ln (2) (2) A A FRAMING PLAN - ELEV-Bl- SCALE: Y4"=1'-0" I CJ5 EJ7 EJ7 I EJ7 EJ7 EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" & (10) 10d AILS EJ7 FLITCH PLATED OTT OF BM rrGE SIM I I I I I I I I ' W W m m m m m m m UCJ V'S✓jGUUCJ3V CJ5V I EJ7V (2 x Q a � I Q Q a O Q / I -- a I EJ7V I I EJ7V EJ7V EJ7V EJ7V EJ7VAFG1 � EJ7VA QO ¢ Q I EJ7VA EJ7V EJ7 Q O EJ7 Q M a tij a Q EJ7 I) I I I I EJ7 I I I CJ5 CJ3 1 M v J U I/ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 518"ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 718" DIA. BOLTS M HD76 * 6645 5650 7l8"ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LU526 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" O HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 295015090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-112" U MGT 3965 3330 22 -10d x (1) 5l8" 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) 1I4" x 2-1i4" 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 REO'D ON ROOF PITCHES 3/12 &LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L 1480 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 i i � � 1 r =J Y `\ i i i r/fir'!//l � � i� \`� r`\,�\ „ r.•C S <•J' , 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H � E p�pp Q p�p 0 � V O � J LL M N n y# c0 � dMp)� J # W W '5 LL —_ LL LL a EL M a N N (6 mLL d W W 0 Z Y O O� W 2 9 m m 0 o mo�tO Q�¢o W Z 2E°'� �oa� 0)�N0 aoCn= NQcnZ � Z U 130E]1:1 W � pp� z N (O z �z Q � rZ o M t/1 z v 0 f4-J6 o S •V O _ v) c E � � o m v d S e 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 .O Safe vertical load Safe horizontal load ------------------------------------------ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM dr GROUT SOLID o '• w ' J U O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. e, TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/ 1 T U a ib tNOMINAL QUANTITYOF N WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT F precasiTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5R M IN.. (1)(1) REQ'D -1/2' LEAK ALTERNATE POWERS STEEL LINTEL G n d Q n ° d .M.U. #5 REBAR AT TOP e° A MIN. (1) REQ'D 4 1-1/2" CLEAR GROUTT5 V4Ae REBAR ATw BOTTOM OF rn w - OO a ° LINTEL CAVITY Q U U)) 1 ' /n1 ' OTTOM o Ir Ci O Z - L ` REINFORCING Q ¢ C7 Co � r` 7-5/8"ACTUAL PROVIDED IN LINTEL Z O w ,� D �jj D Q =' Ci 3 G t 5 REBAR AT BOTTOM Ir C/ AS INDICATED NOMINAL WIDTH (VARIES) U a0 NJ 16 GAUGE POWERS STEEL BOXED LINTEL 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) P2 POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications F I 4'-0" LL E 5'-10" ILL LINTEL PLAN — ELEV—B1 SCALE: %4"=V-0" i \ c G LL, ; \ S E r t'l t S \N 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. U) W v E (p � 0 00 801 N R Q N 0 0 0 u- I� V M N N C N LL , a) # co LL 0 N C"0)-00 * w w �_J LL LL a o. Q au n ty a u w c Zern°' 0Wo m a) o_ w m O o mi�= W CD0 � EO1 � a i Z LLW o °'�cvo �ov_)x N < Z U = Z FO d ❑❑❑❑ W M � C9 Z N S z a N � Q rl o m V) Z c (v w N w F c E U Co w a°'o I = 0 _ -_ U aS C • Q o o w M M ¢ o � z G LJ_ z o f » <R Q U � Wo � zR Dcc a n3 XO �a 0 0U o� Z D N t a= o <o w= K d i C Y w� mf °Z Z F Z� Vi J a° >z EZ o ¢ g O 2L w x �w W a� U a & NLL CD co >ar �M 0 .N >M ^L' W T� O U 0 ^1 m co 0) O /� � J r L( CD C) N r T !�F T� T v E M N z m Z r E r c a E .. U .o 9 ¢ p c c JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL T 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 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8• ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5TMS 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/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Yz" GROUT FILLED MASONRY: 3/a" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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 (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. 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 F = .1 1" 1 = .1 " 12 = 0.148" 1 = 0.162". OLLOWS • 8d 0 3 Od 0 48 , d 6d 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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/sprinklersystams including all riserns and spray heads shall not be installed within 1'-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore extenor soii treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. �L __ 1 J LJ] u i ,,1��'ri l l`ft!!lliil�jh • SI P `T •�� 5 ,'�� t� G-V� ✓ -J W LQ 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. .... E ��pp C" N Q V it J r 0 yrra,� �>k w w �LL� u- _j a a a � v' cl �mLL 0 Z 0 o 0� CM: m m W m LL Z �E�rn �o�i <N o = O d 5 �,Qc+>Z Q U F J Z v ❑❑❑❑ . ; W `Q z N N z z � � a o N o (3) 03 w 0 V) W � C o w 0 8 I soo o w M z O 4 '1 o E E _❑ w� Zo <� ?O V <_ xS U❑ a� 0° °a Z O to i a Z oz m04 o z0 ''<w zNc (1)"m J � gZ N- t� ¢ go CL w a W o w� >Ox cD _< a d 0 .N M W It T 00_% > 0 0 L2 T T (0 � N f M N o M _ T E O N r N z m a E 0 v - a JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE 0, RIDGE LINE J 15/32" CDX 00 PLYWOOD OR SS 7/16" OSB +�L+ RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 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 1-118" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD, 90° HOOK BOND BEAM rn w EE ¢ STD.90° CONT. #5 >CONT. #5� HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO Q CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND i 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 DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRIG. WALL (Not required if both loaded equally from above) N.T.S. r Filler blocking 1/8" min. } Small gap 2" min. - max. Web Stiffener Fastener Schedule 1/8" gap + / 1 - r i max. 4" P g ovation I Series De t- End j_Intermediate a , ,t / ® 9-1/2" 2 8d_ _ 2-8d BCI 5000s 11 7/8" 2 8d 3-8d n - 14" 2 8d 5-8d Clinch nails ✓� 1 9-1/2" 2-8d r 2-8d when ✓/� BCII 6000s® 11-7/8" i 2-83 8d possible BCI 6500s0' 14 2-8d ' 5-8d 16" 2-8d 6-8d 1) Support back ck of web during nailing to prevent damage to - - - - - - web -flange connection. _ ® 11 7/8 2 8d 3� BCI 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit � 2� 6-8d 3)Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 7/ 3-16d 3_16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min. BCI 90s® j 14 5-16d' S-16d 4" required when indicated or max. 16' 6-16d 1 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". -Hangers with side nailing. y - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. 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 require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK LESS W/H H C G 0 0 0 5'-0" a 0 - STUB -OUT FOR 1'-0" 0 9 GAS METER 0 r o � U O O~ CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) bt:LUI ANTWritfitIN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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 N JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE PAN. AN ACROSS S EC A 0 S 0 ST S SC C OSS 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 %" 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. N.T.S. Joist hanger SIMPSC w/(22)' NAILS 1 5/8" (I THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I—I II Nail with 10-10d nails. I\ tight to top flange. • SLEEVE THRU STEM SEE PLAN FOR °. a .. FOUNDATION INFO .!1 a r STEM FOUNDATION Filler block. Nail with ' 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2„ gap j - -� Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _ - requirements 0.6 X Joist p j depth / s,L L I -JOISTS BUCKETS N.T.S. GRADE a r-REINF. SEE PLAN t (2) #5 REBAR A/C CHASE �PVC 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. a�® LOCATION OF ' SECOND H10A SIMPSON H10A (WHEN wl (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION lll'�311�11�11. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. -�_ SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE PLUMBING LINE z a •. co � A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl- 4PLUMBING LINE 7 a .E d . d a. d! da -I — e G .1 rT=T 1 I— a A ° Tr �-4 a SEE FND. PLN. SIZE & REINF. �nL 1 i / •i,;��i11f►ll��, ✓t�UIVA/ .r b //J=�!I4111aiie�+ti'N 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .. .. Q 8 N i! ik N O V O J LL MNn y LL. o y M t- a �� a U_ N U. 0vi Q fM W rn tiQ'� aw WO Z -0 U) W t C m m o LL 2 E 9) � o� _� rn.r9No �O5 Q (`') Z 3Z N U H J 2 ;.. *j O U ❑❑❑❑ W z � o z � � a t/1 z = �_ C1 aJ U N UJ C $ 0 _ w l V) u) c E 2 (a f/ — O LU = 0 8 c 8 �0 Q m o chi �W z M o E� o� z® O CU u t6 H iO UO z C d E �¢oz az <0 az +? L ¢ � 2 w N C _ a U N MO Zz Z ai J m r� W gZ N �3 o g° a w� W U pa mi o o z � w° �I' > a C.0 v �a °� C CO >M ^L, W CD r > � Cn U 0 (.0 mSO �..� W = � O ! } r 0)r ■ r• J f C)Ln N T T � � T ai m r M N y r o z Z E Oc a U J Q p _J JOB NO : 19-8530 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 04 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT = I I c FOR ROOF PITCH 4:12 OR LESS. i l I I —I • _ I _ PRE ENGINEERED WOOD �I �� I� ° I '41I I I r 11 TRUSS @ 24" O.C. U.N.O. �_ _ _ I HURRICANE ANCHOR @ EACH III I I ��L I I I' •I I - '�I —I I II I II Zz/ TRUSS (SEE UPLIFT SCHED.) W/�- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ;,__SHINGLE ROOF 7/16" O,S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — — INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ "MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. At OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" �31/2" MIN. ELEV. 4-3 12" AF.F. p 2x4 CONT. ° ° A. L.L ° a a d x ° ga °a N oo ° ° a a ° 31/2"(min. -4'. GARAGE DEPTH VARIES ° I I 11 I GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 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. ,/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O124CU 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIx P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 6x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH e o e 4" e 1'31/2"(min.)- 4" x P e (2) #5 CONT. 4. " r 1 1111 -4„'�"� U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GOr'' V 1- G pG5• M 60 _ 31/2"(m n.) - 4" _ I ° • Ij (2) #5 CONT. 4° " ,-4 " 8• U.N.O. MIN. � TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" \ S3 �1O EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M�N1 2x STUD S SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 8"x8"X16" KNOCK -OUT 2 S OF 2x BLOCTHIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD () ROWKING @ 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10) 10d NAILS BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ `SIMPSON SP1 () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL `�' 2x P.T. PLATE TYP. r PER MFR INSTRUCTIONS o FINISH ASSUMED FINISHED 'E #3 OR #4 REINFORCING BAR � . 1x2 PT WD FURRING @ 24" O.C. ' ` GRADE c`, ' ° ' _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° fl [GRADE 60 MIN. Fy= 60ksi] -0 o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] () MONO OR STEMWALL 1 #5 VERT. IN FILL ? M I � 112" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN p D o ° — I w —_—_—_—_ _ 6 MIL VAPOR BARRIER _ I #5 REINFORCING BAR R 1 7/8 U.N.O. FOUNDATION PLAN FOR CLARITY ° C ° ° x z 0 �, FOR LOCATIONS) p o o 1x4 P.T. BASE NAILER p ° III=III= =III= =I I = ? ° T �- #5 LAP SPLICE 4"x4" INSPECTION NOTE: =III= = =III= = 2 • A ° 31/4" BASEBOARD PORT AT EACH g III—III=III—III—III—III- c., "FORBEARING WALL I=1 '- o COMP. SOIL. (COMPACTED TO — — FILLED CELL TYPICAL =III=III=III=III=' W/ UPLIFT ONLY _ _ _ _ _ _ __ __ — ____ ' — _ 95% MODIFIED PROCTOR ASTM — — — MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III= = = (= = =III=III= = =III= = = =III= D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR —1 ;III ( =III= =III=III— —III=III=III=III=III III—' III=1 III III I- I_ I I 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE --1 ;III ;III- = CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" C BELOW GRADE SLAB INFORMATION SLAB INFORMATION. Cl)v ° I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > — ? min. 4" BARRIER D D 1 • • _ a COMP. SOIL. ° °O (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. VA" 0 STORY) STD. 90 HOOK (SEE U.N.O. N O CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2 DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS �t z_ M � SEE A/S3 OR J/S6 —`-'! I —iLL I J.T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ® ugu d 11"-1 11 �11 M MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3l4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS r ., d ' SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 95 1/2" FROM SLAB 014° J CONT. BEAD SEALM INTERIOR -3 1 ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m ; €- M 6 MIL VAPOR — — BARRIER — 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. ' • • CONNECTION INFO SEE PLAN FOR " x & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO ,I I 9 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE / MIN 7/16" O.S.B. SHEATHING 03.B. Z ATTACHED PER NAILING _ w o SCHEDULE COLUMN LOCATION Q > J 6x6 P.T. #2 SYP �w W ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 o'I AT 8" O.C. �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT € 6 x 6 W1.4 x W1.4 N '- WWF OR FIBERMESH Cl) ;t r, w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) < 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS 11Tj1-1—I-TT—rf(=Tff=1 fF 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _' E 6x6W1.4xW1.4 WWF OR FIBERMESH r e D IIIII—k o III-II 2) #5 CONT.—' ON 3" CHAIRS 8" 11-4" 8" TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� r WWF OR FIBERMESH SEE A/S3/J/S6 —` 1 r�jr`"''rj-`/ 8„ FOR REINF. INFO. 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /�' SLAB STEP & RECESS an S.G.D. / M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ., EXTEND FILL CELLS ci TO FOUNDATION PAD xE CONT. FOOTING STEEL MAT REINFORCING. r ' M co z GRAD — — a ° c0 Uj ;III=1 I ° °. l �I=1 I'=1' I- w o —III=1 =1 =1 -1 r w o a. w ai LL' III= LL 11=1 =1 =1 =1 I=1d I =1 I I=1 I w =1 III=1=III—III=1 III=1=III= FOOTING =III=III—III=1I „I -III=III=' BEYOND PAD REINFORCEMENT —=1 I=i 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rl -1 I i • ••' A`i v Q P \ 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 Engine s signature and seal. H Q � E g�8�,�° O co C,C N a "' 0).0 # °NO �y 4' J W M W u.g'aa rn M W Z <0 W SY�_ mo1CO moo mg ¢_ W Z L 2EQ'rn �oai co x a N< M z U 0 Z ❑❑❑❑ W pp� z N 0 z z o Q J (�1 2 a N +J C6 V w � Q Ow � V) C o q U m w — W ¢ I... I 8 �Q c Q rn o c0 z w C,, M N O Z � E Z. Wz� g ,T E ° co Q.0 �° U° Z E N i �_ ao °Z a ¢w rp Ny ao m� O Oz Z J aw �z to � w Z J V a ww W V J R hLL ?� � o w 65� >° CO a C M C > M ^L1 W T �..� > O ^C1 m co 0 T � � T Ln o LO ICfl CC-0) N r M N m z T E O r 42) z 0- E U -j q p JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (Y DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLTONEA EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" � TO DRAIN CL IL 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 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) 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 + + ++ + STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE UL EXTERIOR WALL CLEAN-OUTWALL rA SCALE: N.T.S. S(� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. 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 �I ❑ x x SIMLS)ON SP2 w/ (12)10d I NAIL AT EACH STUD —DOOR OPENING Lmj DOOR OPENING -fit 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( .) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 CARRIER/GIRDER TRUSS NAILS AT EA TRUSS VERTICAL CAL/WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 8" STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1D 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. P. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING ) PROPERLY. \'—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J w '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. a­-­­---4-,r7 �-, I ' a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tom/ SFF 01,1, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. 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 V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 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 rQ N), SCALE: N.T.S. SL� LF(' / PENETRATION THRU TOP PLATE w/ MORE OP PLATE WIDTH INSTALL SIMPSON ) 16d NAILS 2 ROWS 10d @ 3" O.C. (14 GE NAILS TOTAL) EA. SIDE OF 4&,,SPLICE STAGGERED N ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 gP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P.T. SECTION PLATE N SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a �a a SIMPSON SP4 —I e INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LNTELS SP4 SP4 / SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 a TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE U) 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 j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2,5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 N 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 I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (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 SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. - - - - - - - - - - N PLYWOOD FASTENED TO TRUSSES o WITH 8d COMMON WIRE NAILS @ 4" L 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 SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 _ -) t �I t/ ....... F` . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering po lions of the drawing pages bear ng Engineers signature and seal. H it �E �p N N # - V 11 � M r N# J r coo LL LL G- to J LL w a n y a LL NNE j c'ii u_ w UjW as u'o Z 13 v Cn 0) p' YQ 0 0 ° � � ° W m :: -mo m m o c mi a= W 2E°'O' �oa� N< m zz U 0 J z ° ❑❑❑O W z N oo Z N 93 a) z� o a PI U) M tit CD o LL 4--J T V) Y tCS w 8- 0 n 0 w � N c � � o w C .. a o seo co w 0! M wl o Z E wo w, � >m <� _® o E V F— ,zS xo Up owa uo z - o E � a� mZ a N wo <o m� ti .2 Nm o o oz z J ¢ ° aw 1 Z rA o¢ �NW ao W w¢ >8 o cD os a o~ � Z¢ V� = CO0 .N > (� ^L1 \W T > C) m co c v r � 0 � r L.^n o LO T (0 1 T N T T V\/ Ch N o Z cc z 3 O E vi TT (a r`s d U J Q0 J JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. S4 3 ao v 0 0 J 00 I rn 5 m v to 0 J M 00 I Of CD 3 a rn N 0 a E S C i — — SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES7\ 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SPA FOR 2 6 WALL USE " SHEATHING DETAIL OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR 77 FIRST FOUR 45°t TOP CORD BLOCKING ROWS OF „ 45° t 24 MAX. TOP CORD BLOCKING 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-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 H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ W. 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 TYR BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 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 1063" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL 11 " NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. " " 5/8 x 10' "J BOLT @ 48' O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 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 BACKNAIL W/ (2)16d NAILS w/ (18) 2) x SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN OUTLOOKER DETAIL 2x4 OUTLOOKER F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE P BLOCKING FOR ELEVATIONS)FIRST FOUR ROWS LE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF F STEN FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF L NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'7" ON TOP OF PANEL 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C SDS SCREWS SDS SCREWS TO TRUSS & (4)1/4"x3" TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ' SEE STRUCTURAL--,,,"OUTLOOKER @ 24" O/C ON SHEET S5 FOR "' CO NOTES AND NAILING TOP CORD X-BRACING, AND TOP Q N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING ;o °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ ill 1 1/ " 2"x4"CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT L' BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 1 1 2" EACH JOINT W/ 2) AT LEAST 90 /o OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d /� `I�JI� 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" Q.C. D 1 COMMON WIRE NAILS OF STAGGERED Od C OF STAGGERED 30d COMMON WIRE NAILS G STAGGERED 30 COMMON WIRE NAILS S d TRUSSES FROM EA. E ES AND 12 O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) I\ • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES 10dx3" 0/C OCATIONS) TOENAIL 6" O/C @ RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 1 MAX./ ALTERNATE NON —DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT, BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 411O/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" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ot--- MASONRY WALL 2x4 BLOCKING 2x4'7 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 @ "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS v IA TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'IT" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) I'L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GABLE TRUSS VVI`1 I. ULf11111Y.1 - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ti% ✓9�"1 Q L CORNER JACK Y a U � 2 W z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 a •� i • \C'j {r m `� 1.n. i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q 0 Q� N N# it Ci 0 J -1 51 rC, m LLB` ON 5 U-1 u LL a n. r a y c d W W C 2 Y W a min 0 o m o r m m aM W Z 2ET _j � z Ar�M z ¢ O 5 NaU � J ° < 0000 W z N Q z _ o z J C7 CL N c+� CD V LL U (n W O o a OW 111 �G/I c E � m 111 w =� ¢ 0 � � seo o coH w o Z < E =o >m z L (EO I--' C O w�_® a x u a o oa U U < a Z N i wo ¢o �� d _ U OJ a mo oz Z N z Qi N <° < W N o W ?o a W o co w �o �'T co 10.0— za o3 C 0 N co ^L, W T O Q C 0 m � LU.)C) T l T T r � .� M N o Z co Z = E in m m a E ci a o JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. S5 1x4 1!2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6"O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X PLATE 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING (�R REBAR ` AND NAILED W/ 8d COMMON @ BOTTOM W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO TAPCON @ 16 O.C. & 4 STAGGERED @ 16" 2X8 ` '' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w! MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90" ` 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT r7E71L L: METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 ]IL E//jZ 7/ LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND D JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — � TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGti +2 NOTC F.� @ FIRST COURSE ` SIMPSON HGAMI OKTA @ 12" O.C. D& 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST (4)1R/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5A NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION(H"�RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1!4" x 31/4" TAPCON (1 1/4"MIN. - AA =1610 #FOR 2 STRAPS FILL 1st 4 COURSES • EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT ,f 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w! (4)1/4"x1 1/2" SDS = 1/2" DRYWALL ___ * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d ; 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"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 .:• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" " BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FOR CONTACT ENFUINEER OF RTHER INSTRUCTIONS. •..�'. .••.•Y. ... ; SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS ,..:;. OVERHANG----* BACKSIDE TO FIT ARCH (4)1C NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAILCONNECT .a W/ 8d NAILS BRACE! BLKG.2 y K1 '' ' ;1 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBN.T.S. INSTALL WDW. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%' WOOD ) ( ) * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X F 0� TO TRUSS TOP CHORD TO TRUSS RHgN .J MIN. 4" EMBEDMENT AT 16" O.C. + `�� OT/y 1'-011 5r-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN + + 2X6 #2 SYP @ 24" O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK TION SECTION + BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B ROOF SHEATHING ATTACHED REQUIRED � ° ° � EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° ° #5 BAR �1/4" MAX 2-0 8 TRUSS + SOFFIT , , 10 �Q ° D BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS + p H ° CENTERED W/ °D ° IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS 2X4 SYP EACH TRUSS • s ° ° o ° � KNOCKOUT/ N ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2x i CONNECTOR - D MONO FOOTING — _III •° ° ° E- PROVIDE 2 x 8 DIAG. BRACE B S(3) 41 SIZE AND REINF. PER PLAN -- VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12dNNA SEE LINTEL - AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 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. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D z TO BE INSTALLED 2 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90' HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° e' INSTALL WDW, SCREW THRUOSB INTO 2 x 8 O.C. '�"�'� �"�'� `" ' `"' Sk- ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Cr z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP tL w 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 , ; > a I I REINFORCING AS FOLLOWS: SEALANT _� I < a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W! , ° U Z g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° U) N FILLED CELL SMOOTH. DO NO FURROW. n °: DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, n SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e Yy O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS T ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT �a 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. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. - SCALE: 3/4 -1-0 , = , „ SCALE: 3/4' 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. iL lvf 4 :; u r M r�sr'� � +• U LCr Q'• �'��i,�,�O'`E SS10�``�•�� `�/llJlif Elltt���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r� W X0) a0�0{ � cO cep 0 0 N 0 Clf cp J FA (� co') 04 (V C u1 COLL LL� 0 :3 , J LL _j ♦» 7 LL N a LL d > s W O Y C Z O m Z, 0,m,c o � C) o 2 E °' O' i a 0 W Z N o < O O NQ0L< U F- z 0 ❑O0❑ W M 7 z � g N z QQ Z O Q Q J M d M rum • N z o � (D LL W O o a O W F Uj c E � � o u m W 0 8 C) 0 Q � o soy O chi < w Z „ o a z E E �o o » <� =® E U F— aw' x0 Up w¢ CU Z - C O C N @ iW a p ao U Q 0 z ¢w � U ) g ! U 0 mo Z LL Z N m Q W N a roXW a0 W U 3 <o X,k C:) a� ;o a cD v °zla ° 3 M ^L, W T .-. > O C o m 3: O L O J r L.n T T (0 E M N = r �,; E r o z z c E m f0 = a. U J -0Q J JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. SS m v v M Ln I OI m to 0 M 00 I rn i ine C N N O C J 1N LZ M CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 1=1 N TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS EXTERIOR ATTACHEDI 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 a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS HUC410 w/ SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON INTO NHEADER & (6)4) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 BEAMS TOGETHER 10d INTO BEAM -SEE () 12d NAILS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" N SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE IT, INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. & ADDITIONAL INFO. SCHEDULE/PLAN TO STUDS w/ T 16d AT EVERY 3rd EACH STUD -TOENAIL7—PER ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C. w/ (3)10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENT A FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A FA w/ (4) 16d NAILS TO EA. 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR END TRUSS THEN MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF ATTACH SECOND PLY AM w/ (3) ROWS OF 16d CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. • DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT 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'-O"O.C. MAX. w/ (3) 1 Od CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR INDICATED COMMON TOENAILS TO TIE BEAM \ 10d NAILS N VERIFY WITH PLAN FOR TCOLUMN SIZE & - _ _ _ \ _ 2X10 #2 SYP CONT. LEDGER w/ (3) 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. -- — NX'] TYP. U.N.O. �, 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR T & B CHORDVA BSTEEL OR WOOD EARING SUPPORT (WOOD COLUMN SHOWN) MIDDLE BLOCKING INFO) FLOOR TRUSS, G.T.O.C. MAX.) L EACH SIDE OF . INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL INTERIOR BEARING 35�PLAN FOR MORE INFO SCALE:NTS I N1 I I N1 I SCALE:NTS WOOD TRUSS COMMON B M . ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS r 2x STUDS @ 16" O.C. VARIES ��� �aa�,z��r� ,ter w/ SIMPSON SP1 w/ — ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR NAILS AT BASE &(10)1SIMPSON ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS " 2x4 #2 SPF BRACING NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. `, ( ) Od NAILS AT TOP @ I I SP2 w/ 12 1 16" O.C. W/ 4 12d � I � EXTERIOR SHEATHING INFO. '`' O'— � COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP ^�—— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSONNAILING SCHEDULE l TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS N �' EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR ATTACHED PER NAILING BOTTOM CHORD GABLE LOW ROOF/WALL STUD) NAILS TO EACH VERTICAL SCHEDULE PLATE MORE INFO. TRUSS S SHEATHING ATTACHED C i PER NAILING SCHEDULE 1 2x BASE PLATE W/ (2) 12d VARIES W/ __ VARIES SEE PLAN 2x4 BASE PLATE W/ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION � 1/2 PLYWOOD � / NAILS @ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x C (22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL - SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. —J TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS 16O.C. W/ EXTERIOR TYP TOP &BOTTOM " TO FLOOR GIRDER SEE PLAN 16d COMMONS NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. PER NAILING SCHEDULE & STUD TYP. T&B • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO a.. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ PLYWOOD TRUSS OR SEE PLAN FOR H PLATE BELOW - - -- — FLOORING MASONRY WALL 4-0 O.C. TO GABLE TRUSS TOP OF WALL OR BEAM • — ROOF SYSTEM BEAM BELOW: SIMPSON HTS20 w/ ' SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS 4'-0" O.C. - -< MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER @ W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION 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 CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS n_JL n j tv 6- 2� b N •'� C_� F UOrr . ✓��i�i�'ROFESSIOXA '�'rrrrrtlrt►�t������� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. as L- a 0) �E 00 c-, - � Cc 1 - G J J M N N CO W LL m, J *a W W MLLN -, u LL a a ui W mLL d Wa p > .c Y Z -0C°i 0x omoo �r= 2 ET °' o a = ILW ��No <ptn2 NQrtz 5 z U ° d ❑❑❑❑ W � - z N z � � z g a CN _ I � cc o fa •O U) Y w � iT N �N E U m w rn ` E l.. _ C Q N Y �i rn W M M O U_ E zo g >� Z® H O E x� as z U0 a N ao ¢� N � o Z� z J ID o go W�w U <0 �= o z wa r �o O co z�< >a� ° 0 tYj L T > O Q 0 a I- _ o 0) r •� 0) T Ul).� J T LO (O (CD,) 04 r CM N o ccT z E Or rri r 42) z a c°� _j Q cc JOB NO: 19-8530 SCALE : AS NOTED SHEET NO. D1 m CD 00 1 m z c v x 0 J 00 I 3 a N v a (D c J L� PM FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"A" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (FBSEMBIED wINDOVJ) Z OR EQUAL WEATHER PROOF CAULKING EXTERIOR Q CEMT. FIN. �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 ' RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 1 1 AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 2 lO flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW , EXTERIOR DOOR WITH DECK - SECTION A I CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE ,► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING M UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL Uj RELEASE PAPER COMPATIBILITY SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, r EXTEND A MINIMUM 6" RELEASE PAPER EXPOSE SHOWN) 0 ° VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF _ THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING 8 UNDER DECKING FLANGE O (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW 1-1-MJr111YV I ­ I -- SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 1'4' PER PLAN 1'-0" PER PLAN ■ SLOPED MUBED SHOWERVINYL • • �� I SHOWER SEAT E AM SELF-ADHEF 0 ©❑ SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I � / < LU C ! �I Z_ z z d LU Cr PLASTER STOP H Cn - W CONTINUOUS BACKER U ROD & SEALANT _ Cr Q Ir W N ° A �Cn SELF -ADHERED FLASHING PATCH HERED FLASHING 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 (l THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER Ground (�- Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS :L\1SS1 III TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm), Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2.1 Detail Instructions Refer to the number marked as E) 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all \ i t rn 0 N 0 N 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. rn a .1 8 pip gN#oo MN N N LJL LL 0 y) - A y -J � . LLN u: u- # W W �u- as d% a z M 33 a; LI: ��� W as �O m o 0 m 0 0 W W m o r- 2 E°'rn <o �i 0 h S n O N Q M ZLL U J W Q °d ❑F F M M z N z � a o V LL a--+ -3 m tD w 8. 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A325 Daly. > CL Q. {T7p ? o O Q U # � 4 Self-[)ril (ink Screws 104/8" OO A/C Unit BottDrn Edge Hurricane Strap \� N (Typicak 3 in front) Washers ♦� /�� Front Cross 5uppar# W Self-Wcking Nuts tiNa� [ut t0 W } ^ Lift Bracket 15 Ga ute} # i q Self-Driling Screws Thru Brackets Back Crass Support Into AIC Unit Bottom Side (Typical: 3 each side far hurricane use) O i w � r t iINFORMATIONL Q N *131k u�iti LIE" anurisfauva aw yam'" w idi sn" Hurss aau- M RoLr- J t ilRakml ea �S" O}awkS av dale "a re 1- la Z i"sy' Q J d SHEET NO. PA 1.0 ram.; � �r�sr INo- �`�`�a. t�Foc+ttc:Ap�mvtu Na- A3 FL17244 R2 ESR-3455 A23 FL10446 R5 ESR-2606 HD210-2 FL77232 R6 ESR-3445 HU210-2 FL10856 RS ESR-2549 HD212-2 FLt7232 R6 ESR-3445 HU212-2 FL10856 R5 ESR-2549 HD216 FLt7232 R6 ESR-3445 HU216 FL10856 R5 ESR-2549 HD216-3 FLt7232 R6 ESR-3445 HU216-3 FL10856 R5 ESR-2549 HD26 FLt7232 R6 ESR-3445 HU26 FL10856 RS ESR-2549 HD28-2 FLt7232 R6 ESR-3445 HU28-2 FL10856 R5 ESR-2549 HD410 FLt7232 R6 ESR-3445 HU410 FL10856 R5 ESR-2549 HD412 FLt7232 R6 ESR-3445 HU412 FL10856 RS ESR-2549 HD610 FL17232 R6 ESR-3445 HU610 FL10856 RS ESR-2549 HD0410 FL17241 R4 ESR-3444 HUCQ410 FL11468 R4 SIM200804 HGA10 FLt7699 Rt Evaluation Report HGAIOKT FL11470 R4 SIM200803 HGAM10 FL17699 Rt Evaluation Report HGAMIOKT FL11470 R4 SIM200803 HHCP2 FL17236 R4 ESR-3448 HCP2 FL10447 R4 ESR-2551 HTA16 FL17680 R2 Evaluation Report HETA16 FL11473 R4 SIM200802 HTA20-18 FL17680 R2 Evaluation Report HETA20 FL11473 R4 SIM200802 HTT16 FL17324 R4 Evaluation Report HTT16 FL11496 R4 ES-0130 HTT45 FL17324 R4 Evaluation Report HTT22 FL11496 R4 ES-0130 HTW16 FL17244 R2 ESR-3455 HT516 FL10456 R4 ESR-2613 HTW20 FL17244 R2 ESR-3455 HTS20 FL10456 R4 ESR-2613 HTW24 FL17244 R2 ESR-3455 HTS24 FL10456 R4 ESR-2613 HTW30 FL17244 R2 ESR-3455 HTS30 FL10456 R4 ESR-2613 HTWM16 FL6223 R4 Evaluation Report HTSM16 FL11473 R4 SIM200802 HTVVM20 FL6223 R4 Evaluation Report HTSM20 FL11473 R4 SIM200802 HUGT2 FL6223 R4 Evaluation Report HGT2 FL10456 R4 ESR-2613 HUGT3 FL6223 R4 Evaluation Report HGT3 FL10456 R4 ESR-2613 HUS210-2 FL17232 R6 ESR-3445 HUS210-2 FL10856 R5 ESR-2549 HUS212-2 FL17232 R6 ESR-3445 HUS212-2 FL10856 R5 ESR-2549 HUS26 FL17232 R6 ESR-3445 HUS26 FL10856 RS ESR-2549 HUS28 FL17232 R6 ESR-3445 HUS28 FL10856 R5 ESR-2549 HUS28-2 FL17232 R6 ESR-3445 HUS28-2 FL10856 R5 ESR-2549 JL24 FL17232 R6 ESR-3445 LU24 FL10655 R4 ESR-2549 JL26 FL17232 R6 ESR-3445 LU26 FL10655 R4 ESR-2549 JUS210-2 FL17232 R6 ESR-3445 LUS210-2 FL10655 R4 ESR-2549 JUS24 FL17232 R6 ESR-3445 LUS24 FL10655 R4 ESR-2549 JUS26 FL17232 R6 ESR-3445 LUS26 FL10655 R4 ESR-2549 JUS26-2 FL17232 R6 ESR-3445 LUS26-2 FL10655 R4 ESR-2549 JUS28 FL17232 R6 ESR-3445 LUS28 FL10655 R4 ESR-2549 JUS46 FL17232 R6 ESR-3445 LUS46 FL10655 R4 ESR-2549 KLEG3 FL17241 R4 ESR-3444 LEGS FL10667 R5 ESR-2615 KST260 FL17244 R2 ESR-3455 MST60 FL10852 R4 ESR-2105 LSTA12 FL17244 R2 ESR-3455 LSTA12 FL10852 R4 ESR-2105 LSTA15 FL17244 R2 ESR-3455 LSTA15 FL10852 R4 ESR-2105 LSTA18 FL17244 R2 ESR-3455 LSTA18 FL10852 R4 ESR-2105 LSTA24 FL17244 R2 ESR-3455 LSTA24 FL10852 R4 ESR-2105 LSTA30 FL17244 R2 ESR-3455 LSTA30 FL10852 R4 ESR-2105 LSTA36 FL17244 R2 ESR-3455 LSTA36 FL10852 R4 ESR-2105 LTS19 FL772t9 R2 ER-0200 LTT19 FL11496 R4 ER-130 LTS206 FL17219 R2 ER-0200 LTT206 FL11496 R4 ER-130 LTTI31 FL17219 R2 ER-0200 LTTI31 FL11496 R4 ER-130 LTW12 FL17244 R2 ESR-3455 LTS12 FL10456 R4 ESR-2613 LUGT2 FL17240 RI ESR-3447 LGT2 FL11470 R4 SIM200803 MP3 FL17244 R2 ESR-3455 LS30 FL10446 R5 ESR-2606 MP34 FL17244 R2 ESR-3455 A34 FL70446 R5 ESR-2606 MP4F FL17244 RZ ESR-3455 LTP4 FL10446 RS ESR-2606 MP5 FL17244 R2 ESR-3455 LS50 FL10446 R5 ESR-2606 MPH3516 FL17240 Rt ESR-3447 WMI416 FL70667 RS ESR-2615 MSTA12 FL17244 R2 ESR-3455 MSTA12 FL10852 R4 ESR-2105 MSTA15 FLt7244 R2 ESR-3455 MSTA75 FL10852 R4 ESR-2105 MSTA18 FL17244 R2 ESR-3455 MSTA18 FL10852 R4 ESR-2105 MSTA24 FL17244 R2 ESR-3455 MSTA24 FL10852 R4 ESR-2105 MSTA36 FL17244 R2 ESR-3455 MSTA36 FL10852 R4 ESR-2105 MSTC40 FL17244 R2 ESR-3455 MSTC40 FL10852 R4 ESR-2105 MSTC52 FL17244 R2 ESR-3455 MSTC52 FL10852 R4 ESR-2105 MTW12 FL17244 R2 ESR-3455 MTS72 FL10456 R4 ESR-2613 MTW16 FL17244 R2 ESR-3455 MTS16 FL10456 R4 ESR-2613 MTW18 FL17244 R2 ESR-3455 MTS18 FL10456 R4 ESR-2613 MTW20 FL17244 R2 ESR-3455 MTS20 FL10456 R4 ESR-2613 MUGT15 FL17240 R1 ESR-3447 MGT FLt 1470 R4 SIM200803 NFM35X12 FL578 RS Evaluation Report MBHA3.56/11.25 FL73904 R4 ESR-2616 NFM35X76U FL578 R5 Evaluation Report MBHA3.56/16 FL13904 R4 ESR-2616 PAU44 FL17239 R4 ESR-3449 HDU2-SDS2.5 FL10441 R5 ESR-2330 PAU66 FL17239 R4 ESR-3449 GLTV3.516 FL10667 R5 ESR-2615 PHD2A FL17219 R2 ER-0200 FGTR FL11473 R4 SIM200802 PHXU3516 FL17241 R4 ESR-3444 CS16 FL10852 R4 ESR-2105 RFUS FL6223 R4 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) October 11, 201 As required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed Uelow'rf they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThernaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204gt1 +g7.0/-67.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT} FL2pggl.g +g7.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2tM61.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F(�pgg1.lq +g7.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +87.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 • FL15332.5 +40.0/-40.0 psf PGT Series SS70 F1.251.10 C. SECTIONAL Clopay Building Products Residential VvindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.O1-30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 pat Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Willows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1535t.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 WA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HartliePlank Lap Siding FL13192.1 - FL13i92.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undertayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see than ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Fag i a a Florida Department of Business & Professional Regulation Pegs3 f 8 Building Codes and Standards Product Approval Application Detail PP APP 12)1712018 Building Codes and Standards Product Approval Application Detail 12JI212019 PlOtlda &A titimerit p Codes wild Standards Product Approval Appgca0m DsWI Miabele �, BW ft Codes slid Maridards ���� Prodded Approval APWksri++ DOW Froetel took tote EotO[9[ ( Qt4 Det• Pending 2AU Qpgg EOdlY4L 20 Qptg Data Pennine 21M. a Isvt Y3Lilg6 Manuhdaer Qgo6GS Enalneerilleense VYlddedBy y&geataa Submitted FSCAoomni 99a[9LW limo ilWt Va.]II 1ErYree(aLlcem• VYltlatedBy ypegpigg Sggpy■g FBCAeoreral Apg0lsse $aw, ReWlon 2017 Therma•Tru Corporation Category: Extorter Door Rick Wrift Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419)29S.1740 PE-43409 (813)767-6666 7b15/2017 07/122017 10MM017 12(122017 Approved R-Won 2017 The me-Tru Corpordian Category: Exterior Doors Rick Wright Lyndon F. Schmid, P.E. Ryan J. King, P.E. (419)298-1740 PE-43409 (813)767-6555 12/132017 12/132017 1221=17 02/132018 Approved am hfr Yemen ttltmiOW ldwA gErIt16LUM YSSIMM 96Yat 20 Mio 20t20mg and &too" ar&AMMA 20 AmrtaM rim gar mm Ytmm 11ookm ralm faslaa.aLaarL ymmkv ad Wle 20 2ML!MOR YdOYW L1orMo PWAMMW 20 ammum ri m subcategory: awnging Exterior Door Assemblies C..Pa.. Method: Eveeudon Report from m nckw®fvbldgcwMubrda. com Subcategory: SvAngklg Exterior Door Assemblies Comp Hance Mdhod: EveluMon Report home rkkwrg)NAldgconsuents. com RMdW 2017 Thwm@-Tfu Cpporaaon Roc VWW hWoIWAOdetblon& Ryan J. lore, P.E. 4 elaparrbri ) 12QM7 0921/3017 IX2=17 Approved Rosales 2017 ThWa4Tnr Colpoatlon CMtey: F.adar aWiw Doors Rkk WhitishPWNL-A0ola04aon& Ryan J. lire, P.E. (N9)29617q MortaOerrtrma lnhtllula (613)7874555 12*02017 OYJ1=17 1?22rM7 Approved Flondm RegMered Architect or a Ucensed Florida FWds Registered Architect or a Licensed Fiodde 800abew)n &{cleft BOft OONAM"bs ddW101rbldpoondldarb. SubCabeey: BWreaq Exlwfm Door Amoftln AobwQlebMpoessldai ProhsYoral EnpineW Professional Erighow DpppeppppMs*ottCype- 11 MwkorUlft f>0111 Co■p9alMe lea&ed: C4n11bmdm Meek a Us" scab FLA 04614C Pr,W,, FLim461-RS Prowrde $gp,A Prm odu�tMotlel.NumberarNae QuallWA—e Product Dandelion Contr�lESolratMnOeb Aporovtl far lla• Amerind for Use InHVHZ OubldeHVHZ on pact Resistant Qyal- Pmtsure Seae Produ�tMedY.NberwNeme um QuY1N Aeeurarxl ProductDeodbp dC-mectESYran-nDate Aamoved for Use Approved for Use IO.HVHZ Outside HVHZ gposct Resistant Deal- PLetag@ bA Aggrieved to, Use AOWWmd the Use Iamati glaYMmali bum Lr� an" fabler L/A i gtM thin i.YbIA01i how ANON WOM i a. Therma-Tru Flbsr-Cleasic and Smooth -Ste Nominal 6davb9;8 &quw V onl Impact&q o1: Opaque 12/312020 Composite Edge FMorglass Shale Doan Onsvingiout"; X corlguralon) No Y. No N/A 1 a. Thazme-Tab Fiber-Clnsk end Smodh-Sfr Nominal SMS;8 &quotNon-Imped&¢wt; Opaque 12/312021 Composite Edge FioergWs Single Door (IrswMgiOulswaig: X contguraeon) No Yes No WA 1 a• &QOKCbwi* iquak aid BquatOwatn■k by TI -Tn agsst gA amid U Opaque aid OIQN! fenceless Door with l21311 21 and W WA skbI ss• Inew 6 and OubWre No Yen No MA 5 a, &*Wt TA*04MF94WC and &yuotBendnrlk by Tlr Tratquak 64 wO W Opgw and OYab F6erpye Dow rIB 12)31R011 &W wlpgd WAOML InvoYq Was ggewkp No Y" No WA f. rm s ru r- Nominal SW9;0 r pe d; Opaque Composite Edge Flb gMsa Single Dow n ; x cards on No ea No A 6 f. Thwfn&Tru Feer-Clessk and Smooh Slor Nominal SW9:0 &quo4Nw lrrpect&9ud; Opaque 12/31=1 Composite Edge Feerglmn Single Dom amem swklg: X can6guraeon) No Yea No WA 9 1. Th.—Tru Fear-CWak and SmodRSln Nomind 6141039;8 &gUolVWVln"d&quoi; GAZed 12/312020 No Yes No WA Composite Edge FW*rgMas Single Dow pnawingroumwtng; X configuration) 9 1. 71wrm&Tru Floor -Classic and Smodh-Sler Nominal 6&039:8 &pMNwl pW&qrd; Oland 12131=1 No Yes No WA Composite Edge Fiberglass Single Door nswin ; X aril n 14 n. The me-Tru Fiber-Cbysk amid Smooth-StarNom" e&0341;0 &WolNorHmpactl�d; Glared 1 12020 No Yes No WA Composite Edge Fiberglass Biotic Door x c o Composes Edge Fiberglass Single Dow gl 9,01ro uhmmi: x crsfip0rgtlon) Flhoddle DepdbnW Of Blabnns & Raba otWl Regulation Buldrlp Codes and Stadards ►ree / of i unable Florida Dopafblhest of 8lalnaee & PmbsWonel Regulation Bolding Codes and Standards Page 1 e t vaabtt Florida Depwvnw t of ideal & ROfnWonel Regulation &"V Codes and page 1 f 1 leeabte Florida OsPab++srrt of Business & RofeniorWl Ragtdatkn BuMding Codas and Stadads Pegs, d, lrwmu Product Approval Applleodon DOW Product Approval Application DOW Product Approval Application DOW Product Approval Appdcsd l DsWI aAtsn2.m gsb mm Ytmm Iitlli om so= am" ANWELAMt Yd dmm 2dk 21K 2MLboMn Yd lsla■gl EWAMMO Mint &NMtd rim tStl■1�A 2 t mm Ytmm 1Melaliac tigru[ alrid Iet109RALIttatE Ydtl■did 20 ■19 bevels )Chilled &Nbmm BIRAMoaml ■19 ar■ma rim B gal AM YFmm mmmbioa LltlLi go" LIMIa&LMaIa Immmom 20 21h 2MLEMOda YdarM hs PiaAIImM Byer AUMM rim C gal MLU Ytmm Mombw= Qtl.G9[ good LdaaALMr I *loom Bata go 20LBOMM Ydd" aubmleaa EWLANWO Mi.t ammo tilt Re.ww 2017 MV '. andDome c+wwr• aft6w power ewdsmkew LIMB ltobarb LAMN gown M. LM*PE (717) *SO-= PE•81?8/4 (717) 317-OW owl3rml 05,112017 0SN520t7 IOn OR017 Approved Re Was 2M7 MVlad wand Doors Cabewy: Eaderer Doers Beard uftw Lute Robamb Loom Sbven M. Urld6 PE (7m 3ya4= PE-42514 (717) a17.0464 0W132017 CBMirM7 oomo=/7 IGA02017 Apposed RMMbn 2017 mVAMowe and Down Csta0un Bewley Doors @nrfanigw Line RObela Ldar Session M UWA PE (7+7) PE•82514 Q,n a,7-&M4 OOM32017 0y1112017 asna2o17 10,10 W7 Approved RMMei 2017 NoVndwn and Dons o4eeawy: Bdrlor Dave @rmemrew Line Rdbereo Lahr $born sL tn*k PE (717) 3853300 PE•52611 (717) 317-N54 OSN32W7 OLN72017 05I+52W7 t011012017 Approved sarWbeery. 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EAmW Dom aeechbogflr:sbMpeabrlwDOOrAferrilss algid SMaeam Late Rabarb Lamr Steven M, UN* PE (?M 3MM 1 17 bi@egegplfkrd.00m OSH320t7 05HL20f7 mma=7 100111M17 Approved PAVWM 2017 POTideatrin Wbeey:Elaaebrpoor s4+C4eseoge sadrs Exbrbr Door AssrriW Damn Rates MMae4)oa BCCO-DER LlbaiDado 9000-VAL (wt)4e6411ao (7M)3,5.2690 OnerkdppelduaUbsaom 120111120,17 ilrAm17 IZ25 D77 Approved MOMEtALBSOM Caaipbeess MMMfk OerpMen Mork a Lieg aglmzkmLblhm CaalPtgeeeegWbft Carldoawl Moe w LJMbp exeapasahm M$M t eakoW Report horn a F1orkmRae' ' ' ArahFW wa Llcom od Fkakb PmissbnM Eiglnssr Caalpaareea MaMW coruscation Mork a Lteag lug 37 ammmuuidjbm&Kxmm 037 VUS 0 PAN-21F16,: 6M, 04, 73. 75. ISM, 1 W, 78, 7111v, 41148T, 4RSF, SRar. SRBF, 2f WT. 48, 42. M, 480, 426. US, GOES, ODBBV, GIMS, ORSSV. AR58. ARMY. EDM, EOMV Omle.A■lp■e EMSEL2 fidMO samodsomonaft SbM Pan Orin. 25 ON.) SNGWC4 r (up 10Ill wine) 05212ry YNeI)OCDE11mil1J4: W6 Ganes Dow AtaaMllalir AM■mthrJm MJg9tz gt11WLt= No YN lard LY■r No gal■ Emrsm -30 PSF/-U PSF LEA 53 053 V S-16 PAN•21`155: W1, 94, 73, 75,1300,1e0, 4lWT, 4RBF, MIST, GRSF. 411 42, 56. 4ee, 42S. SM. Goes, GD58V, GRM. MM. ARM, ARSSV, EDM, EDSSV Mia■LAarma ammmLgs■ut gmsolambooL SMM Pon (min. 25 ea.) DocOb•Car Wr M 18C 0&2lr2M made) VANDOCOFAE y174; W6 an9e Dow AlomaMJarLh, l t&m9a gWY&mali No Yoe tmad a■ No gal■ Emil■ •30 POFW PSF 6 .Eryrro LAA 5 SERIES 4W ALUMINUM SOD FIEHFORCED gumuLLobomaft SERIES 420 ALUMINUM SOD FWJNFORCED XXX 12212018 143&OaohJc956puak m M-ifltm 005101811111112 No Ya I=ld ENOW No amma PM■ WA LaA 10 80D•M70 (Marys MMM krgNq) laiMWtM■so fae■tAIMaaMMidt War! 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Udch, PE (71n365-3300 Manufactures; Aswcleflm (7M317.8454 12292017 12/132017 01482018 Approved got hl&e !Mori Illmiasa[ ANN" seem ANOML.LMe■t *magm l got BIM RmL mw Ya1iYl L■IIMd PWAst■ml go b■■a8 INMm gab mm Himm )bmiMM[ IBM" sulw AnobELiWM Y1110M11t Min gat[ gdtfaoria YfIl1Yi LM11Ml Fee Awn" got A■ W so" Mvbkn 2017 CURFt1ES DlMabn dAADO, imp Cheaper: ExWW Deere eWflMapsy:Bdeebr Cow Com onerb CagaaMa Mo&@G CwWaMlan Mark a Lteare Dedk Dew UL LLC Tad Ow an. PE (441)4944544 (JOB)Baa•4707 O OAOMODNWOmbbY•oo m 11/9pfJp17 102N3017 12p6rJ017 Appeased Fl. N7400R2 Product* SuloCategory: Single Hung Co mph mco Mand: Canekhim Mark or UMmg b9RNger®fdwd.com Revision 1017 Ctapay tkadas PbOarb Cemprry QabeWy: BOarbr Door Caagarss Moubrtmaagd Cectla,Ybn Mark or Lteag Mamk litlmaleer6eld kWbk TaMbg 8ewlbe NA Gary Peeeebr (513)TM40C Inc. (513)5194a86 .com 11292D17 OW10I10/7 12105FaD77 Approved RevMkn 20,7 Ckpay &edlnp Prodrte OanaaitY CsbWr. Exhaor Doom Bmte4beogr:8sotloeW EaaerbrWwAeearnblN Cow#N ssMa&ek CMork amalwtlon wLJM V Yen YYWarOaN kieelek Taaare BOrvbs P1A OeryPeNbr (513)7704D6a Ind. (513)51946M reeaawratMOdapay.aom 11292017 OSH02017 12A132017 �� Comfit, Am—, Aoaro—al far Use Aaprovetlfa Un Moot Deal- aatt Seof Product Mudd. Number aNems Product Dsoddien Cmdract Esdrdfen Data 1121= Dubide HVH2 RosIxtent P..C1smun, LaA EmmmtWrddlM gamy kohimiam Aao■tadi[■t a■Mmi*L" Wgflti WdlYtmali king am"" 210a Eoael■ log EMAILENOKibooKaLom emiMWaddm g0■df�l■aMit11 animmiAzim AMMmi*Am LLlglti ibYttlbfi INN AIIMMd gars LaI■M LoA EmOMMilatllim ia■ttLda■aWlt alam>mLwjm AMBENLIKMN LLlg@Q MilotYtmgli NOW )IIIMMY Miift Ca■■ 2 185 SM 5264 Fhfleetgs Ffame IGISG Single Hung 10/092018 No Yes No +68s40 1 M7, 707.727,747,amat y47 Slegb and Poke of Dan Fleoh. GbaM, SM Louvred 0410 ow Plan of 121TIA 25 hObw mad doctor Yee Yes Yes WA M OMV 49 PANA1`153:73.75, 0W 94,42,46,4211, 40, 4RST, NWT, WO. GRW ARM, EDO$ SOW Pan l41b. 25 gar•) Skthil(up to 9V Mils) 0521IRM W PN)COOEM74:1 its Gam a Dow No Ya No e36 POFI42 PSF 102 +02 vs8.+6 PAN-21F153:73,75,111416 94,42,46,428, 488, 4RST, OW, GDM, ORM, ARM, EDM SWI Peen trit. 25 W) DovM*4W 07 b/67 05212026 wW) YMCCODE&8174; VAS Goompe Dow No Yet No e37 PSW-41 PSF Florida Depa?rnent Of u new & Professionalego a on Peg.1 0 1 Foride DaparbrWnt of Business & Pmkssior4d Regulation lags 1 e 1 Florida Dap mTw t of Suckles & Profasoiorlat Regulation Pmpe 1 e, Florida Departiral of Business & RaftworW Regulation paps 1 of 1 Building Codes and Standards v7v2o1e Milli +g Cody and Standards veable BOklift Dodge, sold Standards /cable BLdldklg Codes end StadeRls 1laabv Product Approval Application Detail Product Approval Applkafbn DOW Product Approval Applintlon DoUN Product Approval Application DOW Q&i iiOdDf.9C QA1 Q&ja Date P•rWlna Qgi& B B aatatl�ne y■ Viral- tiaaY46kuL Qlaul Enalmor&License Validated Sy xwwAd $Ion FBCAaaroval App11=gd ,gggg gMI 35M YemIM YlmbtY■L 1■maL go" Aedoa[ALMIaI )Mldw" 20 got 2MLb il& YdW Ltatria FJQANN" gala anomm rim Slat mm Ytmm nowbom go" SUN" LaMI LAIM a 7MIo hm 20 Mim 2MLboMm Yflilla ishow MWAVMN got ANN" rim gab am be" omimm mlika gsmtd NOWE iLltlat NINW L 209 no WM,ENri Ximi" lot a rLA212li Mitt A■■ma rim R-Islon 2017 MI Windows and Daum Category: Windovs Brent Sfttmgee AmericanAnch todural Stevan M. lurch, PE (717) 366-3300 Maruf ictu mini Associatim (717) 317-8454 01212018 01A32018 (1222018 Approved PA.Mn 2017 O Anld, mnd0oes 1tibeey:Vbdaw Ims0welpoW. pleadCobeey:Wbidwa @ran Smhow Arssdmisn Arahftcbrel eleven M. U'W4 PE P+7)x&&3oo MlefeubearrsAeeoabbn (717)317-Sb4 �� /2/312017 12031=17 01A4/201e Approved RwWM 2017 POT kdw w Dare RUac LbmFOamM 0(=-CER L+Md)40 @CCO-VAL d 11)4y9o�mn (7a6)3153yW 1220=17 lice4017 IM20m17 Approved Reatebn 2017 POT kmhmw" Cebeory: V61Wo a subcabaWy: ekgle Hung Dssn Rork ANBW")&M SOLO-CER KVAM •DMe eOCO-VAL (941) 40"100 (7a6) 315*M dnnraappalOve►leaaem 12202017 12gOf2017 122=17 Approved 113,r1698t.Ae Proeuats Subcategory: Horizontal Slider Compliance Method: CodlScallan Mark or Usting bsmbxgar®rlird.com Cgapsnr Me&ed Cowan"" Mark orLov C�wpr�w Ydho* CarBtsstlm Main w LJeag Ca.ptrssaerLeft c.eanorkel MrkwLJMYte $l9.d Protlud Nadal. Number or Nams QuallWA— Product Descdptlm Comroi Exdntbn Dale Aoorove WW, Aoerovedferua• In HWIZ OubM•NVHZ meant R-jeumt Deal- �y8fY3! Am taiMgrm■a SMYaYIZaIaaMWLL Aavand Or LIM Anwonlloelm i= gWYblJldli IMEM Bohm gam Emoa■ am A 9WAKAatMoa EmOMummma Walmilmo■■aWM Ana mohL m amm LULUE 1&mdQ Qdlkkk li land Emma 21" EMIMa am OwAkAlraar ANUM&belm Arm odiffgr lamps gmewLt R low LY■r Ono aril■ 1 HS 168 Fin and Flan a Frame 73421nsulglad Glass 02/162019 No Yes No +551-55 1 1M PW 73 s 72Imas abd Giants 040113MIll No Yen No +00,Lw 9 PMF8620 u," Mssb epanq With Fb d V9tdry 0002020 YM Yen Yss s9A 7 SM-am 0aryo Wnb M"M Vleyl mn9b Hug Wallow 07/3W= Yen Yes Yes NU Florida DeparbrWM of BusirWn & Profembnal Regulation Building Codes and Standards papa t e 1 vrmte Flofids DapaMWrk of Buawless & PmfouiwWi Regulation B AMN Codes and Standards Pepe t of t taaots Florida DeparthoW of Business & Profemsim* Regulation Building Codes add Standards pope i e 1 Arable I'brido Dspartinal of Business & RofuNorWi Regulation Btlidhp Codes and Standards pope t e 1 1111001e Product Approval Application DOW Product Approval Application Dotdi Product Approval Application Ddd Product Approvel Application Dealt aAts&M lab TIM )NWM Ila@IMMta sdk= grtad andmu./Lkm ZWAINM gate Miss Raba" Yalilad LmYd FOCA—W tie ANMnd rim art» gab mm Yam= imambalsc mint■ gaMd lmoetALlarr )Mllsom got no 2OLborio Mod" IWM W fICAMMO Wit Ao mmd rips got BM Ypmir l omemom OoIMLa grid AoomoLamM YWOMAat got Wit OdLbo o )M■dM &&a" EWLAMM M Wit Aat■md riri rU0121 �l gala mm Yrmm Yaderaat awkm gorid AsoMtaLala9asaa Ydammik got got WM&Nft Ydied LBarid ENDAMMM 20 AMM M riri Rovkkn =17 Tleaeella-7Yu Oaeppnleei Chbgry: Eldanlor Dean Riot VhIpM Lynda F. Soeadt P.E. Ryan J. King, P.E. (419)29111-1740 PE-43109 (613)7a4666 10f111RD17 1 W+t2D17 10222017 12/122017 Approved Rovblen 2017 MI Watlowe rid Oars Crgeey:YWaOoaa Broad Bokser Late R Lanes, PE Sbva M. Uk1i, PE 017)306.9a00 PE42614 (7M3174184 10R3/3017 101`14120/7 la262017 12A122D17 Approved Ravhkn 2017 POT kmodrin Cabeay.1 ...a Wan Ruam MbmFOab BCCO - CER MbsiOoflO SCCO- VAL (941)40"100 (7am31som 120050=7 ,Inamt7 IZVWA17 Approved lbv-mm 2017 JanMm He"subkg produa e, Mo. Cabg■in Pan "a Pass" Lan Ronald L Desire John Soland, P.E. (MR 349.2r7 PE-24121 (3msar-mait OLVBW7 O&VMI7 g62MI7 tan02a17 Appeased aerWbary:ewkgkgBOenbrDOWANSN*ft Walpaarleaswamp erlllea Rhommbma Fine Me Regiated Andebd ora Lkisom ed Fleelb n EnammmeOralessionW dMndnavbNpmnaWrMe. atom &iCabom:YWoas Can" aaoesealat Ewkrtlen Row *ona F.. Reglebed ArddW wa Lbo nerd FkMdg EnelnaW bMtreuWNwdown sumelm ary:Yiaone a LWGCOaeplssss dweepppadaMMoiaM eaeWb@ey:Sh" YMIe! EvaMrelole Repad h0111 a Florida PlaAssknM EalIllaAniodumiam wmUoMMM Florida Pkv"WgshrLLSnnMW .con a La! 2WAKJls EisbdWrMn gaOdglM■mMiIM asmosi Mum a■■mdi[tm MY" Mind I®Id LYdId goal■ EoltFat annuaLamma LaA me gLAaIOaI EmiMMitt�■n 9agde ammmaMLim aMMmdls[Im 1a18� I21FWtmdli mma errrdpremiumttom Milder premium LaA saeladlfarmlmtMLL A�.far m aaaardffi!m Lamle gtl lablEaii M■d naawrl aldm E marM 1 MuawtebrAl Door amid MBMows Akariaal MoaoM 06282021 Y" YN N!A LaA pgepg Aamaadta)Mt Avenged for Use lamas g Imo errrta gym table■ 1 a. 5gwtFbsg2n*&Mmt, WOWG&*WtknMMSquot omd POWGIM 122//2021 No van Yes WA 2 A?" VwkW AYnlessn Mutation 12f3120115 No Yen van WA 1 Oempiw*LOP a" lenrassrr4 lap scarp 121314= Ya YM Ng( NA LtmbsaMt &gppto■kCrmq.ot a WwtOleaMOCrhB gamins Door- 00 Man" w ou why codgeatlwe Ia.eaaWrot F_6- 0 N (� U 0 }a 0 Q CcI..L ^� . � U U) Co c O O O O W C 'CQ O C� U p > V/ 9e��^c 1— —0 -6-0° CD �5.L U) CD C: CIO Cn O W CIO L CIO Clam C1. C/) U O U V W Q Z Z Q J a SHEET N0. PA 1.1 Florida Departrnent of Bushms & Professional Repletion Paw 1 at BuIlding Coda and Standards 14018 Product Approval Appgeailon DOW ISNff22M raft L■Lae ame are 2OLZE" go mE YJ■m rrehkw■e remmt LarrLAtua■ YEgdddad YEIOmd Lamson arLamom Balm lima Rsvlobn 2017 Janus mnse BuYere Produce, No. pYpthars Zhu Pa I.09"s John sma sm, P.E 061262017 0e11"IT 0612e7J017 /0102017 Appped C6bE6wr• P=MV$ob M24121 p62)367,2626 od4mqw. stare 9Mpr1«e�lu�amawar c6npMaw ill~ NrMMam Report bas,. la.am rbmtia RagYtsimd ArplYet orm UnnMd PIaIM Pk.tswbrW Eras— goisLerrmma Aaammi alyd 690MILELME long an" 2 itmtPWk Lap sting IeeaMeant top skWo 12*121W Yes Yea NA NA Florida Depr"wit of Business A, Pmf nWW Ropdalm Pew 1 dl &"V Codes and Strdwds 1maM Product Approval Application Detail gm3tum 0a■ YIaLr ak Om! 2dLb ma no Mtn YEmm imlk■■e rAarm faaloaLLlran YEMWaL YEa1Mm aONYW Pa9AMWm AMa■O a" RavWon 2017 Jose!oven flu" Produce, Ina FYgUars Zhu RAW LOPw John aw"K P.E. 0626+2017 06MM17 Os2s2017 101MC2017 Approved caepay: Pond Was (MMa)34a1W7 PEs4121 (samsor-nas s4rergay: etiwY pkphenipar CosglOM66 Udbot EV*AdOft ROW fiom 0 d1@AW nortie RapWI I Ambled a a l WAW FOWL PialaMblW Erelrwer PLO43tum ProNeok famrAEm■ME humatbLm A2KONdImft how awn LadAL EmgNL2mwMm 2mbiLEMbOML21ft I.MM 2dddLem bwt E9 2 ntWPW*LOP $WAG mw-ow ctloss skip 12131PJM Yes, Yes NA WA Florida DepaNnra of Business & Professional Regulation Paw I Oro Building Codes and standards us2pls Product Approval Application Detail fShcJtia A 20h LIaLaE 0Ek gee 2MLbee o as roar Yd■ aamirmmN ramat LarrcALrMs Ya■s/ar mdow A&IOM HGAMEEM ammmm lass nwtbn 2M7 TANGO &"* Products, Yea Karin Edon Zed" R Prbt Leda BOwdan 101116AV 10106110n IOM2017 120`1220`17 APPwwd C. - .a : RoolYp (417)624-0044 PE-74021 (634) 300.1600 lubcab ,mr: LhdwWymuds kon(-edenobmbmm IOOnPMneee abets, EtnAwlen Resod tan a fbmWe RasWMmd ArddhW or Licensed Floridm PnobamWW EnsueELginuaLbRaft imlirA� AMmY6/taLim AnrmLt= amm aEm Dam Pladma P wBartCmlaLa OIL 101hym 9smlagm ftim m Eu m 6 Kin. 16 UL Asphalt Wuta4aa ors Wlaa 011171701,112 Yes Yes NA WA Florida Deprtrriant of Business & ProkaWW Regulation &Mdkg Codes and Standards Product Approval Application Detail gone adhE[ MIA YEmra rarmWu gamed aemdm.airEME Y■kmat PAvWM 2017 LV. Thompson, to. dal Thompson Aro l dbrat Tony Clrisbwrs Aobary R P" tools Bowdon koftb corpary(TAMCO) (313)24e440 PE-74001 0"300.1600 cMgelf: ROdYia 441rYilliaemaW66op•oom M6MO66saery: Rooap AmMaW Out m ed me" Padales Rowe symbin compasme memoss Evabaden Reporttam a FbwWa Wgism dArolere«a LlorumA Fbdit PiabMbnb Erekwr Florida DapW"W of Bushaw & ProMNMW Regulation psis 1 e 1 Florida DepaMbnt of &Akvu & Profeak W Regulation PW t.11 BukWv Coda and Standards tbmle StAding Codes and Standards 1Aaid, Product Approval Application Detail Product Approval Application Detail gay KAM A" a■ ! go fair grey era■ ak ak amoral go Rik BaLbRom 20 Mom Item■ EMMNN a gsmam induKa Ala lugri■$ YEakm hdmi&A arL&NMW AMINO tart. mms Ymm gmudo■t gEkrN INOML&LO M Mddlm a YEW■t howEWAMm3m ANION Militia PAVMM 2017 N YVMown WW Dean as'd a - Uds R Loose, PE mown M. urm. PE 1o232M7 10/612017 1oraml7 17UM7 Appond P*A*n 2M7 PW Ysusm" own ran* MNW44MM 9=-CER MtnaOedO 9=-VAL 1201620t7 11n62017 120a.J017 ApOroeed P y: wbdaw (717) 3ee41300 PE42614 (TIT) 317-0am cWMY2: whooss (e41)48"100 C766) SI&M sabc.bgay: wWM wbaraerowiawd.aMe $WCWa61r: *AMA Awdepptlna.uw.cmn 1. .. iM Yeerot EWWJOn Raped fide 0 coasMMM 01014e car I i Merk a Llsals Fkertie Ragttsmed AiAtat «. Lbremed Fomtim Praftit" l erp ow RbM4t11 Presents e eM eatl.■Leda■sa wM mNuoLuM MMN Orion Ana emaamada■■a Limited awn wd■m sum+ lm faareMmktud submi aParME �! n� a�lM almost anneal1 MUMonsix Ass Door eat YOYtiewe Almoum Muaone 06rJ62W1 YesYetYes NA 2 6754 VW"Abnkets Masson 12031=11 No Yes Yee WA aft naE Ybmm Recision 2017 Akkk caMwry. POW Wan M6M06tsmy: soft - I-1 , W0wtffokWNRaped*Omo Most PAgk% ed ArdrfaQ or Licensed 19m Probaft bViraw Btl Lad 1 s.6puot2r6qudt 90a Florida Departrnent of Business & Prcte$siorW Regulation Bull ft Codes and Standards Product Approval Application Detail L■L90 ONE wk 2dLb m wk faEddm LMrEELALtkIMt YEaktda( YSIkrO alamWl 9gdM®W AMINO MiEm Writ Tompson Lyndon F. BWVIA P.E Ryan J. King, P.E. 10104=17 /o1p312017 /01112017 12//22017 Approved (>90)W2.236a PE43409 (413) 767-1114115 n0anpbn@alres•c m fi dkA m■ra Amand1ec9M AMBmdaalm hum Bodo lJ-n➢wakOm w In WAR IDNmLk= Bohm 1!— Wed «mar Vtyl soot 12031FAM No Yes No NA Fiodds Departresat of BLoWmm & Prolooloml Regulation Pew 1 d 1 Building Codes lad Standards 105001e Product Approval Appgptlon Debit Eat go aaraLm err ark 2*ANl M amk MOM Y®m OsmdrAa[ gamN LmrcALrEaE rihaiOYlar YEMrm alLmam fwLAGOM l AMINO ANN Aftww 2017 LV. Thompson, tsa rips Thompson AohNK%ni Terry CMI4snen Zed" R Preis Loris Bowden 10"OWIT IWIOF OiT 10172017 12H212017 Approved 111121mb Com my(TAMCO) (213)24544M PE-74021 (334)300-1800 Cas60ary: Aeaep brryOparsWioolYq.can &bQA1gp . Roct1119 Awasafea 00 m son ImNorel Perkdes Roots 9yO4tn 4:eP,,, WWot eawslim Raped toma Florida nagWyra' ArChOW or Utsm"d Fb PnlbMoreM Engineer BillukaLftomok SMIL6e AMMMILtsJm AowanidorUse iRl d anon aM! emamLmmwjA=NKALMIM Emtlmdwmslm rasloraM■dRL21k mKM 91&MLI m andi m eNr1■ 1 TAMCO Flat Top OIrAWss West wrath soft for Tie 200L sot robvWdmwwa bedk Ma9/JO26 YN Yes NIA WA paps1 d 1 Florida Departrnant of Business & Pmkuk)nW Regulation pew 1 of 1 14=8 Building Codes and Standards 10110141 Product Approval Application Detell FLMM&M lira 2* 2dLEN M 20 gm LlM 9l 20 gee 2MLEN M gone m■ aMkd f1Gd®W AMINO mow 1111M Ass mi rmelem SoeleeeaY■rE IEE■ImMit 7fiaONEd al0rke0 figs®ml amemm Ewa tohWM7 /0102M7 1017=7 12/12/JM7 Approved RWWM 2017 FWtia YstsiProduathw cult Jans4 Jame L Budw. P" MobtJOhnRimer, WSW? 10060N17 10VrJM7 121122017 Approved Ca1s0Ory: ROOap (11104) 7616400 CBUCK Enpesuwp P.E. 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Evaluation Report 9om a Proana enWftn Edgy 2MgmlAWtions eMmaehMLm eooMltldhMhlm boa 20M Lute HOW r,am dr2MIMotmMLa21r 1.mgJt 2WBMLMM BSYtd eamn 1 I7W BCOAMWO u- you M seam 8) McIY corwAd r Palo 12312022 Yee Yee WA WA 9lLQ�t 220 due MEMO ■odL*MM Revision 2017 Mrrek IndumM, Ina Category: structure com"wft SubCaMm: Thu Pbbo OONWIM Mae** E4MUWM PAW kem a PesEial Evaluation Efaly 681 Lae 1 kNa" Lvb.(ifML Florida Department of Business & Proleaskmel Regulation Building Codes and Stardards Product Approval Application DoW Pepe f a i IAMIt boron GIhL Wee 2012M g 20 2taMM Bldmt&L1Am! Ydlaamlu YaYtlM foomm HiAm m aamom 1Mo Dawes Y9M Ice Evokown $K N . 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OWANOMaI allow ANN BM Him= modmin Maim EWAAMMftl agomm toted Mm1 Inalm B.rmmBt tow laOgialaL.l lfrma )mood t Yalitg luumm !ffiawsmd ammo 11" Way= 1m7 Ntpwt- Rob aaM11Yn ICC Evaealbn Hades, LLC Jmw A ndw". P.L 092211017 09292e/7 07MM17 Approved Rea1Mm 20+7 WaysuMerw Rob bd*Ain ICC EvebkM Sawlee, LLC Jor P. Rassn, PE. 0927/1017 082111 0710312017 Approved Rsv11M 2017 YMeya*a Mob. IOC ayska9on Serves, LLC Jerrie A Raonnuefn, P.E. 061212017 09202p17 07,10312017 Approved RsatM 2m7 CASrCRETE L18A, tot Cramp Parton mmmm)ade 0000 -Cart t6wre4)eds aCCO - VAL 11/142017 IQMWM? 11,21=17 Approved cabeery: Structural components (263)224.4M MMSW1344 coaster 89uoNNal Consumes (183}9244476 (Sore!OW1344 1 CetOery: atrnnmrral cartpanwnb ro+� e21I94, (708) 9,6.1800 tnGlp-- : Erginwad Lumber RoOotookk rrOweywne WARissaB: r. 9Msand Lumber ROMRBaMOYndrwyermn eery: FJq Lumber Resemealmwss@vsynAu enbCkeyaY: Predrraa Introduced r a RMW d cpawnomCanaeb.oan Caeysrts rklna n6relueBm Perm San a euer.cmu Cdpgaw Msetd Ewwuo n PAW *om a our ram Can* * avelisaidon Row "an a Suborders NwTWnsstgy Proeral EveWlbe Era9' ProductOmhm§Dn Ems 6MW4W Pm mil Pro" oriental Hdyr 6NYL�I eddl Gap9aroe lases OwwAs m MsA a urine 6tldf�fa E51isfA p gmdkA mme AaaMed for AMMMiforUse how Ram 2alltammat amM.LBrLm Assessed her Use lend 210m gooLam AmavdlbrUm muse amend 2Mm gmdkArraam AmMrmfatltt ammmdhLuu Mmtl 21lm lent PmlfMgmdllmonkiehfaa 2fmlm10lJi now= Nam hL10Qa ! 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License VellMted Bar Velllbted Submitted tFBC Approval ADOM"d ama Rewawn 2017 Gulf Coast Supply & Manufaduring, LLC. Erng David Daniel S. Kuhn Locke Bowden P.E. I Otl 22017 1 Oil W2017 lW 72017 12/122017 Approved Category: Roofing (352)498-0718 PE-75519 (334)300.1&00 Subcategory: Metal Rooklp Inr.@guifcoestsuppy corm ConrpUrdal Manod: Ewluat= Report from a Florida Registered Arcnited or a Licensed Fl Wks FLA11651A3 Product. Professional Engthe- L9e Product Model, Number aName eg gdpyg8 Qfaln Aseurrne Approved for UM Amoved InHYHZ Outs for Use deNVNz lm.Jdt Resistant collision ps1� 1 0.0328qua; Aluminum 5V Cwp Mn 0.032&qua: 5 V Cmnp Aluminum Roof Panel 04/12M24 No Yes NIA -NIA/ wet 15712pquot: Plywood -108.51PSF 2 0.032&qua: Aluminum Guff Los, den 0.032&qua; Aluminum Gult Lok lUclua: Wide D4/122024 No Yes NIA -NW Roof Panel over 1 "2&qua; Plywood .116.0PSF 3 1&qua: 24ga. Gulf Snap I&qud-. Gulf Snap 24 Ga. 174qud; wide Roof Pence D4/122024 Yes Yes NIA +Win-131.01PS -15n2&qua; Plywood 4 1&quo! 24ga Ve 1.. 1&Wd VersaLa 2" 16.58quot: Wide Root Panel 04/12W24 Yes Yes NIA +N1N over IM23,qua; Plywood -138.5PSF 5 1&w01: Versala 0328,qua; Aluminum I&quol-. Versai men .0328qua: Aluminum over D4/12/2C24 Yes Yes NIA +NIW 15132&gm; Plywood -101.OPSF 6 1.5&qua: 249a. Gull Snap 15&quot; Gulf Snap 24ga. 16&qua; Wde Rod 04/122024 Yee Yes NIA +NIA/ Panel over 15132&Wd: Plywood .116.CPSF 7 1.581 249a. Veril 1.5&qud: VenaLa min 24ga. 16&qud: wide Rod 04/12a024 Yes Yes NIA +N/W Panel over 15132&qudPlywood -123.5PSF a 2&qud: 249a. Magri On 24 Ga.2&qud; Megai 18"cf: wide Rod 04112rM4 No Yes NIA +hew Panel over 15l32&qud-. PWood -1D8.5PSF 9 24 Ga. Gull Lek den 24 Ga, Gulf Lok 16&qua; Wide war 15/32&qua: 04/122024 No Yes N/A +N/A/-98.7PSF Plywood 10 24 Ga. Gulf Seem bin 24 Ga. Gulf Seam 16&qua: Wale Rod Panel D41122024 No Yea NIA +N/AF93.5PSF over Ilia Wood Pudms over 1 Y324qua; Py+rood 11 24 Ga. (Ulf Seam Kin 24 Ga. Gulf Seam, 1 3/4&qua; Snap Lock, D4/722024 No Yes NIA +N/A/ Zolud: Wide Rod Panel war 15/321%qua: Plywood -108.5PSF 12 26 Ga. 5V Cramp den 26 Ga. 5V Crimp Roof Panel over 15132&qua; 047122024 Yes Yes NIA +Was Pry wood -156.5PSF 13 26 Ga. 5V Crimp Nam 26 Ga. 5V Crimp over 15n2&qud; Plywood W122024 No Yes NIA +NfW31.P3F 14 28 Ga. 5V Crimp Wish 26 Ga. 5V Cnmd Roof Pen el over 1x4 Wood 04/122024 No Yes N/A +NIN Purlins war IMUqua, Plywood -15a.5PSF 15 28 Ga. Gulf Lok Na 26 Ga. Guff Lok 18&qut; WWe Roof Pand over 04/122024 Yes Yes NIA +Was 15/329quot: Plywood -181.03F 1a 26 Ga. Gulf Lok Wen 26 Ga. Gulf Lok 168qua: Wide Roof Pand over 04A22024 No Yes NIA +N/sy463.5PSF 15132&quo!; Plywood 17 26 Ge. GuVBR den 26 Ga. Gulf PBR Rod Panel over 15r32&qua: 04112=4 No Yes NIA +NIW Plywood .154.7PSF !!a! e 1s 28 Ge. GWBR Mn 28 Go. GLOMR and Peel our Us Woad Pudne awe 15426quak Plywood is 26 Go. 12WPBR den 28 Go. GLiPM war 15426quuot: Pywood 20 28 GL OWSR den 20 Ga. GWPBR over 134 Woad PurBa aver 15/32&quot Pyrwo ed 21 28 GL G M den 28 Ga. GWM ever 134 Weed Rues over 15/32agl 01; Plywood 22 28 Go, GUMib Mt 28 Ga. GuaRb war ifilWAquct; Plywaed 23 25 GL OAMM Mn 20 Ga. GuMRb evr ISW&gaa; PVaood 24 2e Gas. GUMdb Mk 20 Go. Gt11Rb now 134 Warm PrrM over ISM&Puh Pywood 25 29 GL Gumb Mn 29 Ga. GueRb*%w Us Wood Paribas ever isms n0 Pywoed 28 29 GL O MRb Mn 29 Ga. CctRtb aver I SOW ped; Plywepd 27 20 GL OWN) Mn 29 Ga. GLOM over Us Wood Pisan over 7me0gat 0.82. 28 29 Ge. GWIM den 29 Ga. GLOM over 7A0&qud: 0.8.8, fmakJm" Coda vwdm 2017 FL9: 11651 App6Memlyps: ALL PmduotMbaanmmor: ALL Cdoomr. ALL alacoho : ALL Appgolan at": ALL Carydbbo ndtnod ALL C 11% Aruase adY Cooked bglund: ALL ProdalMo&4 Nagar a Nrmc ALL Product assalPaatr ALL Approved for use In Mvn2 ALL Apmovedfaruaaddo WHL ALL krpsa RoelkelS: ALL csalom Pesss re: ALL nap horn ALL Doss To: ALL 9uiltAM sADdA.fa�an2at. AMMMUKIM ht167� AMMadJMYm g101ml.mRti WOW 61tlWol 20M eoatm 04A22024 Yes YM MA +Mi -151.7P8F 04Fl22024 YM Yes NM +MW 154.7PBF N22014 04 No Yes, MA + NW 151.7PSF 04A21i No Yale MIA . -NW -104.2P8F 04/1212024 No Yes MA +NW -169- W 04/122024 YM Ya MA ow 8 04112/2024 Yes YM MIA -11692PF NW -104.2PBF 04012f2024 M YM NA +MW 123APSF OM1212024 No Yes NA . WA/ -14LOPSF 04/122024 No YM MA NW -101.OPBF 0444211 No Ya NA -NW -its OPOF N N O V/ U CL O O O CU O CQ •� Cf) � CL O N � CIO 0c _ LL _CU O > M Cn E0 .� ``U^ vJ Q . t1_ 0 . aaaaaaa� CU U W 0 }n'. W U) �V O Q CIO CL Cn U O L cn v! U �Wr C Q Z Z Q J SHEET NO. PA 1.3 2233� S �am s %W 1p