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HomeMy WebLinkAbout2964 Moulden Hollow DrINDEX 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 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room S4 DETAILS ABV or Abv. Above FIX or FXD Fixed RA or RIA or R.A. Return Air AC or A/C ADJ or ADJ. Air -Conditioner Adjustable FLR or Fir. Floor FLR SYS or Fir Sys Floor System RAG or Rag. RAD or Red. Return Air Grill Radius S5 DETAILS SS RETROFIT DETAILS AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AHU or A.H.U. ALT orALT. Air Handler Unit Alternate FP or F.P. Fireplace FR DR French Door RECEPT REF or Ref. Receptacle Refrigerator D1 SECTIONS &DETAILS Wp WATERPROOFING DETAILS BC Base Cabinet FRT Front REINF Reinforcing BF BK SH or Bk Sh Bifold Door BookShelf FT or Ft. Foot/ Feet FTG or Fig. Footing READ or Req'd. RM or Rm. Required Room PA1.0 PRODUCT APPROVAL NUMBERS BLKorBLK. BLW or BLW. Block Below GALVorGaly. Galvanized GC or G.C. General Contractor RNDorRnd. RO or R.O. Round Rough Opening PA1.1 PRODUCTAPPROVALNUMBERS pA1.2 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS or R/S or R&S Rod and Shelf - BOT or Bot. BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. SQ FT or SF or S.F. Smoke Detector Square Foot (feet) PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SGD Sliding Glass Door C Carpet HDR or Hdr. Header SH or Sh. Shelves — CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SHT Sheet CJ or C/J Control Joint HORIZ Horizontal SL or S.L. Side Lights CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir — CMU Concrete Masonry Unit ILO In Lieu Of SPECS or SPECS. Specifications COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. COMM or Comm. COMP or Comp. Column Community Compressor INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space STO SW or S.W. SYP or S.Y.P. Storage Shear Wall Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CCont. Continuous LAV or L Lavatory TEMP or Temp. Tempered CTT or or C.. T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. DB Dryer Door Bell LL Lintel Length Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Block Top of Masonry F=1 DBL or Dbl. Double M GT Management (room) TOP or T.O.P. Top of Plate FE11 0 [:11:11:1 Fl::]] D DCF DEC or Dec. Decorative Cementitious Finish Decorative MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DED or Ded. Dedicated (outlet) MC Medicine Cabinet TRANS WOW or Trans. Transom Window o v DIA or Dia. DISP or Disp. DIST or Dist. DMF Diameter Disposal Distance Decorative Masonry Finish MFR or Mfr, Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror TYP or Typ. UC or u.c. UCL LINO or U.N.O. Typical Under Counter Under Cabinet Lighting Unless Noted Otherwise c = o DS or D.S. DTL DV or D.V. DVP or D.V.P. DW or D.W. EA or Ea. Drawer Stack Detail Dryer Vent Diverter Valve (plumbing) Dishwasher Each ML or M.L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional V or v. VB VERT or Vert. VL or V.L. VTR W or w Valve (shower or tub/shower) Vanity Base Vertical Versalam Vent through Roof Washer EW or EW. Each Way PC Pull Chain W/ or w/ With ELEC or Elec. Electrical PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) ELEV or Elev. Elevation PH Phone WA or W.A. Wedge Anchor EQ EXT or Ext. EXP or Exp. FBC FDN or Fdn. Equal Exterior Expansion Florida Building Code Foundation PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf WD or Wd WDW HDR or WDW. HDR. WH or W.H. WIC or W.I.C. WM or W.M. Wood Window Header Water Heater Walk-in Closet Wall Mounted (plumbing fixture) FXD GL FG Fixed Glass Fiberglass (Shower Pan) PSF Pounds per square foot PT or P.T. Pressure Treated WP WS Water Proof(ing) Water Softener G5 v s FIN Finished PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) 0 0 REVISIONS J 08-20-15 1.0 NEW BASE PLAN I 00 12-8-15 2.0 ADDED VAULT. CLG. N 0, 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES Q 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES E THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID � U ALL RK SHALL COMPs Y VI/IiH PREVAILING CODES FLORIDA SUiLDeN{; CODE, NATIONAL L. ELECT;.±!`; ^0�?�. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AND E CITE 0FE°HYRyILL3 ORDINANCES 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 i �V1E Dy CITY OF N M r` P'►'i �% r t L the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our 1941 Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without w advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C9 �_ Z ch _ O Z <C a U) V) C9 Q) w •V — Ow = o �M tti U �p m W ,-_ o U N M O) M 2 -O M _ (� O O N O -"� Q rQ Y n O) V7 M Q o B D N YC N N O O O N Z `W ���Z E LU yq W ci >ELLZ _ �mCDZtoELU it4ip-c QC14,a%N1111111IN `•NSV. E°•°° fs� % rz 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. L E AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z z¢ zoo Z Lu �ou UJ C �.J I- B ui Q W Zo _ > U I- '� / v J LL 3 LU F > z o U Q J J 9 V o�8 J u022 P k ^ .9 Z Z aa"u Q d' ~ Lg �o�o Z Z �j w J rl lJ.l W w QZ8 ¢ < zZ oOR 0 ZF�+ ��../\ W O lb 06 Z g = J Z T-+ a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AM ES VERSION NO. 4n0 SHEET NO. C S 1. 1.1 ... tI d.. iA u.,,,. sili;s,II-L_:flA:V. '.I i. II II , 0 It TWI Q 02 E s A D S3 T(P H,B.+ `7 ■ U) OU)LU 00 '- I ' oo 1 T-O$" I T ° OWNER'S SUITE B in 8'-0" CLG. CARPET 3e ° 5-SH 6 DP r I E - - - - R&S - - - - W.I.C. 8'-0" CLG.T� CARPET T-8" I i I I rr I = BUILDER TO CD N PROVIDE APPLIANCE O PROTECTIONWHEN REQUIRED 2'-6" PER PER FBC 2 CAR GARAGE 8 -0' CLG. 20'-O$„ 1----------- F I I I I I I I I I I I I I I I 0 I I I I I I I J - TIE t - i coo I N 3 I 5'-4" o N (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @ BASE RROU 4'-0" I I M�� io FAMILY R M I 9'-4" CLG. CARPET 23'-Og' - 2668 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROO I I 1 I I ( EDGE OF SLAB 2" BEYOND WALL =� K S3 /� I l l I 11 1 1 v Ilx � I U� Q Qtl7 ` K (4) 2x4 #2 SYP S3 STUDS W/USP HTT4 @BASE ICr I I p I I Q 1 w I w O I I X I I NOTE: FINISHED WALLS TO BE I FLUSH. VERIFY IN I FIELD. - - - - - - - - - - CC D S3 S3 I l 1 I I I I I I I I I I I l 1 I I I I I I I I I I 0 io 11 i) _16.8 z - 60"x36" SHOWER "" D T AHU ; R.A.G. TYP @ 1 STORY A S3 U Q ^ N I &S PT. W OPT. D ' 2:12 VAULTED CLG. N � TILE Co r �� 8 8 o in T-10" T-8" 10'-10$" 3068 0 7g ' I ENTRY 8'-0" CLG. `f � � o 9'-4' cL 6" 10 3 11-7s 6'-10" `� -HDR AT T-4" -------R&S------ _ ib°' 4'-7" 8'-8" FV 5'-�2668 " - I I 2668 7r I =�R&S 5'-4" M "' 7'-6" 4'-0" 14'-6" _ 0 M v I 0 PATIO CAFE 8'-0" CLG. c7 o E CARPET I O � / / M" �'� ■ / I °° / AC PAD / / I I 5068 B.F. OPT. I I RE BEDROOM2 - 8'-0"CLG. 1 CARPET I :- 2 10 �„ r = BEDROOM 3 CARPET 10' 42 I 4068 B.F. I BEDROOM 4 1 8'-0" CLG. CARPET o r _ ( CD WoW N oWo 24". m 00 CD M -- ------ J' IV cn rzi�w M W O o� TYP @ 1 STORY A S3 / o N N; 20'-68" U �___- ________� I o o D.W. as �� _ �+ _ 8 3 o CO I I -' TILE SI Kwl ISP 2 I rn j im 2" NT Y a _ =W 001 L. �CD T 5-SH DEEP MIW ^ I I TILE 6� N P 1 I FIBERGLASS �„� I SURROUND ° iv FLAT x -_--- • O 3B � ---:� r : 16" H.B� 29'-8" 25-SH EGRESS 0 25-SH EGRESS 0 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 4 X 25 4 S.H. 13 20X38j 18JX37i S.H. 14 20X50j 18JX50 S.H. 15 20 X 63 184 X 62 I S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 501 36 j X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37JX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 52 } X 62 4 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. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter. (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 EC� +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O 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 TYP. 2x FRAME WALL r BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA -`M6 LIVING TOTAL GARAGE / 416 FRONT ENTRY 20 TOTAL AREA 1 2372 INSULATION REQ. LOCATION EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN A 1 EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR FIRST CONDITIONED CEILING RBLOWN-IN BLOWN-IN (INSTALL AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4rr=1 r-O" (GARAGE / LIVING) C� M z 0 - o z(D z J a t� z C a--� W 0 •0 W �V) C) N o0 9 N W f- N co co _ O O N o U �u 00 < o ¢ m " ao L. 0; m Q o 8 DCD N C LLV 0 N �O 10 O p N U) Z W �Noz LU a LY V Z Q � -$a o x N � O�� Z a N¢ c LLz W �AS�E"`s160i/d�t�Fr"� NP•'tl�•'�'`' '� U `O 411 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. LENNAR: 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o Wo zaa W ¢-0 zoo U Z 20ZZ z � co aw-� o N / \ EJ 0 Q zZ W //�■ o 4 E 0 2 g� Un� 0 = �.} V (n Uj 9 z Uj O �r � a 2 x u, 0 a� k PV Z<lQ W Z ¢a7 ^ o�If-0 z Z �o� ° a 2 z W o ,Ln-I Ll..i a V z U <z a z � a yy �F V/ Z Z L W �ZO ao m O 06 g = a z -4 a to s SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. 1.0 or ;him yyh 11�1 I I O 00 MIRROR OWNER'S BATH KITCHEN ISLAND v OWNER'S BATH KITCHEN O 50 0 M KITCHEN 0 M 0 N I d r_ INTERIOR ELEVATIONS CM O — O z�z t� z cn c� w 4--J �6 0 �V — OW �Ln ~ 0M i O m N W 8 N co CA Ch N -col M = 9? OOo C W00 0 < ¢ CT N a0 a� O Q O B D. c N �D .N-. W v N 4AZLU r w M O Z c �" (n IJL O W ka-i W �, N6 a w U) M a� WLL 9e' ❑ C°` SE .CiJ7$` ` L U e iv 1a �0� � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com z z w WX oo�° z LU ' /� V) �Z� J A ' < aapo� U 04 O��LLFo L < W F- W Z Z � Y� C1io Ce 11C�ZyJ C C �/ �3 D CC d' W 8� o = CF) ,—� z ooz op J w Co 2 Ea0¢ *k N Z < z z �o�o W L.f) W < 6 8 J rl CW a z 8F 8 p Z d' z 'on o W U _ J rn �E a U0 s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4wO SHEET NO. 2.0 Iil- t !� --'�r err r�r-rnrr ar - r i � � I I J �ii �ii(L � i,l �T; I d I b;.,,.�1�°�Ib J.I i V�C'�V91i1�! L� �re ldik�J� . ,1��,, - I � � 0 d HEEL HDR HGT. TEXTURED o CEMENTICIOUS co FINISH ON C.M.U. (TYP.) ED 12 5� Q Cl--------- F.FL. 12 5� 12 14'-0" RIDGE VENT 12 7__�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" — --— — — — — — — — — — — — — — — — — — — -- -- ----- MININININININ I 12 �5 15'-0" RIDGE VENT FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. -0 4 6" FASCIA c (TYP) 2'-0" c TEXTURED _ C:) CEMENTICIOUS o0 00 J FINISH ON C.M.U. cO (TYP.) ----------I r ----------------------------------------------------- F.FL. I LEFT ELEVATION - Al- M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. C9 �_ Z cM O O z� z� Q a Q) +_J W •V - O,,, C/) C, o m N W E N M � M min UUUU O o N "- Ca _C ib o ¢m o- o U.)n� 9 Q o B D0 N� N N rn -w O v M Q� 00 Z LU` p 0 6. O z WI4 II..,� U_ . C LU h N W >.Eu- o a W V L Z O rgC ° mow= x S -, 5 /g M; LLCn W `�td ob _e v O ;• \ LL S510'ir�' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z uJ ¢f a (/) z w Y tY z o 0 Z�Ix Up,u _o U J W'0 - � W 00� ^i J W Zo Y V Z T� U � Z J Q O i F- ' oQZ Y I'- ;�T OJ TF 1 ILL.Z Wa< Q JQ Q or�-0 Z Z woo a2!_ J Lr) W � LU w ��o V O Z Z Q 9z 0o Z g = v7 O J z g ° a-u o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 3.1 - 1 -T� - 1 �Or 7=1 L0 i _ r�—flti-t711;f1=eE3 i m�� -.m d. t o'dn �r,'Al "n .1. .�i a i, i :. i I Il 02 tz Q 0 r 00 00 N M LU W 19riLy, 1 G BC 12 5� 12 ;�5 EXTENDED OVERHANG TO BE CENTERED — ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N 15'-0" RIDGE VENT 12 14'-0" RIDGE VENT 12 �5 T.O.M. — —--------- HDR HGT. — — -------- It TEXTURED ---------- — CEMENTICIOUS � TEXTURED FINISH ON C.M.U. CEMENTICIOUSISHONC.M.U.2' 0" FINISH ON C.M. (TYP.) (TYP.) F.FL. RIGHT ELEVATION - Al E: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ZM O - O Z N ; aE3 U, Z V) CD 4.11 u, 4--J w � p •V — p w o U 20 m N W F—c ago' - S N M ca(M N :O C') _ aoi O o N tLLCO <o rn Nfl.o Lo � v rn ¢ d B D• N C B D C 10 N- N_ N O N �_ o ZW MNaoz U) •�•� � � W -4 Co '(Li `" w W >E'—a 10Z a�� g Vl o w � LLz OOP ///j4 a tZfli� 16 OF y LQ �llltllll 1\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L NARah 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com O Z O Uo z of z w ¢ ac X 'Jzoo 1E0C O F-- �o�z J SWtiOD �\ W Co Q —, zz L ^ LL L.1.J g z z W 0 Z O d' z W UZo < ~YU f o Lu ce O c yr Tt N p � Z W < Q a Q o 9� Z z r1 a/` o' 2 LL.I J L r) r-1 cW G a 'z ul u_ � O cn pF � S ~ p Z Z t ce<z occ m O I Z Q W00 J� J uJ rn ,-+ a U o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO- 4mO SHEET NO. 3.2 3 I ao a2 N w a 2" 1" 2" "NOTE: VARIES 1'-10" 12' CAP CAP iv cu FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY IN —r 1/2" RADIUS 31/2" RADIUS "I7 (o iv ICh 0 `D COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" iv 3/4" RADIUS a 1'-54" BUILT W/ STUCCO. 1/2" RADIUS 1 1 N EDGE OF L 4" VARIES -1 TiN 1" OPENING VARIES o �2. VARIES 14 M i2' VARIES SIN 1„ 1„ 1 1/2" RADIUS T- 4 oil,a 4 42„ N 2" 2 1/2" RADIUS - iID �— Mla o� rlv ' -Iv d m�v 11 VARIES 12' c rM 32" 11" 2 1" 1" 1" BASE CD CD SIN 3" 2" 2" BASE 4" 4" 1 -8' ' 4' I � 5 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" DETAIL TO BE 2 2 iD BUILT W/ STUCCO. 24' EDGE OF OPENING 6 • —� 0 ; 1-1/2" THICK 1-1/2" THICK 10" `~ 4M 21" 4 � 101, 6 6" (V -1v IN rl 7 M 31, 2 (V 6" fn w Q cn W Q `IN ih 1-1/2" THICK 24' M 'la ;— 2'-4" 52.� 1 � 511 52' co 2104 1 �, 3 N 2� � - M 54 JJaa���y "I "I a" 1" 12 �_. _ VARIES VARIES 2' w 22" Q > �M 1 I • VARIES VARIES 48,� 1 3z 1 Q4' i t ; N pp � 6" 4" KEYSTONE F11 0 OPTIONAL � 00 KEYSTONE F11 OPTIONAL cD Q � z 44 c R4 r a 3, ' 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. VARIESrM • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH 14 1'-64" 14' 12" 2'-1" 1-4 2" • FOAM/SMOOTH PS MATERIAL IS ACCEPTED 53�� a 1�_1� 53„ 2' a T-8" 7" iv 1" 4" 3'-0" 4" ;-ST 101, 1-4- 101, iv (D 00 _ � � CD - N '� 04 1" 1" O N CV 00 O • 11„ 2 (V� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM `r • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH (D Z M 0 — o z Z Q a wLU �U — O 1U N H O U o0 m 04 W p N ce) C M z o(6 O 0 " U C m co Q tom o Q 0 B D.10 N O M m N O m W N p� Z W ��aZ e z YJ N N w LIJ -T� _ Z H w m z o- 2 W a N 1 M Q Q O U. V O WWW.FDSENG.COM 0 CV O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com FC0 Z Lo Lu fa 0. W < ° [r oo�x Z U Z 4--czz -202 pJ A '� ` U W N L LU Q O V z z A j� }U Ez 7'"I r o O �_ O J x U LLJ w 0z 0Oo¢ 9. ' W J Z Q Z W Q V Lu W a Z I� 20—;° Z W J -q LLcU a IJ..I z =9Z° a 0 � z (^ d- Z U < z o �yoy m O Co Z g = JR a Lu T-4 I a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO' 4s0 SHEET NO. F1 �—r—rr—T-- IF: . r r r: r—rr-r I - - - ; --- —71V FFu I n I� I,TTI I;ara u�l I ;IAIdGIiV.,A f.,ail' uik-ll lul.11—i;F�,LI i I I I I a t" A* N w ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER MAIN O 200 amp 150 amp POWER CO. FEED-� INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 200 AMP copper to lights & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rqw- HALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 17751 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH _?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) FTTELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN �� CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR L J OPT. CEILING FAN (9�) (1) PHONE LINE, (1) DATA PORT WID H.B. GFI DISC. vwrvr� r w nw�r r wc.... FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH DI III nCo ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" Z M 0 — o z�z Q Z W �o �U — O W V) .T o � o 0 m N W t- — S N co M Cl) _ � O M _ U �"00 L00 <C rn U)o0 a v rn ¢ o A B D® N. c. s. n.c Tl N W gMs�Z � z U) L� o? c a 11ZZ r "�i 'o= w w Q W W v rn < Z p cn 3 N "�o o � co w N Q Z ��N � Q LL W Q N b a d U U 0 1_1 Li WWW.FDSENG.COM 02 0 N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o g F FQ- Z w Z c� Q. Q z o 0 z w Z Q z oLuw Q o�0o 0,0o AN V to CL Zo Q a Z Z a L.L w J v, 3 -d W �LIJ U = T V, O >� µoI 0 z LL Z w O m a o¢ Z < Z Q w Z � wo ° w Z W Ln ��w0 -J ,—I 6i Q LL � Z a Z o ~W2a $CCZ 110 Z o, o 0 Cal 0 06 Uj = n '-4 ,g d U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 4.0 r s a Q E r7 co 0 CV M UJ W ATTIC VENTILATION CALCULATIONS - Al 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 IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063, R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. �r z M —o Z N z� r V) C9 w (Dm 4--J 0 U — O w f- v , CCS F— U to o� mN W t —E — 8 CDcM c M �O M _ N O O N cl o 01- o t V- 0 cc ¢ CDav co0 o 0 rn Q o BD. v N b LU O M o o o c� o o Z W a U) us aW ZV � � �' 0 U x 0 N g -�� LLZ W a �,[#11Illf,0 ° ❑/� 4VW.FDSF COO k 3^`y�? 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �5 wo of f� w¢lr0� �zo0 ooce Lu �ozz LU uJ 00 O��o U on Z 0 8uJ S.. � Z °Z r U f7g, Z C V7 � < �' J J U = S °0o o J 4k ¢ LL O ahe O � 0.a ° J fV CC Z¢Z;� Wa <aw� a aa� 2o�o z Z �--� of a J Ln r-1 W Q aW�� v,Fw° g¢a l� d- Q z z CtQ° z 1 o In 0 oo g =LLJ SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 5.0 C c v 02 00 N M w M M Iim 5'- 6-4g" 6'-0" TYP @ 1 STORY U.N.O. A S3 . e 55'-10" 6'-0" no 5'-28" 7'-1 H.B.T ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ao BUILDER TO v 4' 0" 12'-1" W.H. PROVIDE APPLIANCE 2 #5 REBAR O 0 0„ I (; PROTECTION E QUIR D VERTICALS w/ in BC FILLED CELL PER 35` 4" 20'-6" 3-1/2" MIN 3000 PSI CONC. 0 I SLAB FOR HERNANDO I MN I: K N J I COUNTY ONLY S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" I VAPOR BARRIER I I ... I I — CJ GJ — CJ I o IT a, _1 • _ _ _ - M 5-3"1'-10" 3'-6" O N _----•---- 0 oM � -3 1/2" P •w T.D I 2'-6'W'-6"X1'-0" FTG G ; I W/ (3) #5 E.W. S3 3' 5" SLOPE 7'-1" (2) #5 REBAR I� I ' 2'-6" x 2'-6" x 1'-0" ; : AHU I I VE RTICALS w/ in W/ 3 #5'S E.W. ( ) TYP @ 1 STORY U.N.O. iv { CC FILLED CELL I o0 ici �- ICJ /�! .. I I - - - - —r-I- ---I - w I- 25'1�" / k/I .'.:::: :::: 9,581;,........ _ .._.______. 128 128 ■ ■ 4' 4" d ib 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. - I-4" I L INDICATES FILLED CELL w/ 3000 PSI �i' PROVIDE %2' x 9" rA CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT.00R SLOPE I I S3 co in HVAC CHASE TYP @ ALL PLACES SHOWN / TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" ' HOOKED FTG. DOWELS 5" EMBED / BASED ON 0'-0" BELOW FIN, FLR. ■ : ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 I i' LOCATION .......................... . .. ' .::::: / STEEL„ // :::::::: .............� .......... . -----,----- 4'-0" 16'-10" "12'-10" o 10'-10 p in STEPS AS / / PROVIDE 1 1/2' RECESS r REQUIRED PER FIELD I FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / OPT. . '• ....... / LOW WALLS iCj:CJ�.r 4 CONDITIONS WIDTH /i' CJ ------ CJ �:. � REF... CJ1 t ----= --- =__ - - - ° I TYP@ 1 I I CHASE TO ISLAND I D.W. I j f I ...: lit STORY U.N.O. A N o o S3 �i' I;: ILO / I Ln / SINK / DISP I f "' I 3 1 /2" :: (/ :: } „ 0 L- — — 16'-0" 2.'9a„ 6'-101, ..... :: I -0 ■ :: OI I - "' o o T - L---------- t I ---------y— — --------- -------- — — ---o —-----_j ■ ............ �........ �. .. ............... �» ................ .................... ... ............. .... ....� .............■ TYP @ 1 STORY U.N.O. A S3 L 6'-0" 1. 6'-0" L 3'-10" �. 2' 10 4" 5'-1164" L5'-0" L5'-4" FOUNDATION PLAN. SCALE: y'=t A" 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 CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS .: • '•_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '• ' ' �'' ' ' �' ' �' BAR ONE FOR EA. ' • ' HORIZ. REBAR, TYP. '�- • �; U.N.O. �. • ""Alternate: The reinf. bars shall be ;;: �;;:. t;: a;; j•:. �;; cont. around corner by cold �, • �, ,, •'G bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" (9 Z M 0 — o z d E3 Ln (D w Dm C) 0 w .20 .� C) o C.i o m [V W � _— N M M Ep D Cl)-T- S yi O O o L 11 00 � o � o. o rn Q d I B D® NNCAl N �D W go��00 Z W MNOZ � z U) W w Waj�"o a V vcn C1 Z z m o z LL W Q N¢M a o ,•,�@01t1�011!!!i'�, WlVN4,NG.0 P� •Gp• rw`y s ���.. 2' 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. L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w f r z Waz� O48O Q Z H qQ' = z J y� wZw CG ° J W � 00 0 -o /' ¢ z z i z z1..i �o / z 43: N r" 0 ° 0 -:1W U = 0 Zµ°µ�oo 0 9� h Y P h E P BE � N z��< W�a� $moo Z Z LU J Lr) rl L1.1 Q LJJ Z z o wy v $l� Z az aoo m Z � ✓n az rn 41,0 J = ,-+ a V) s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 6.0 (2) (2) A A A S3 A........... CJ 1 U U ,n Cl) CJ 1 CJ3 I CJ5 I EJ7 EJ7 S3 EJ7 EJ7 I EJ7 D1 EJ7 2 X FL M L� y✓� U U CJ3 CJ5 EJ7 X (2) rr.: T d d n d tc) d ;; Cl) d m Q : ; ... .: ; : :: A I1 I 1 1 1 1 1 r 1 ... d d :::: cD d EJ7 EJ7 EJ7 ::::::• rr EJ7A rrr M d EJ7A S3 EJ7A EPA m Q d d ; ,. r d d Q d Q I1 JEJ7A I EJ7A EJ7A :::: 00 d CD Q :." ; d Q N m : '. in :: ' : 7 " J7A o. EJ7B LLI m EJ7B U U U U LLt (� CJ5B CJ3A •r�AP LQ A t U U J 2 U (2) A (2) (2) A S3 A A N d E O E 0 _ r" W M UPLIFT CONNECTION CROSS-REFERENCE 7/31/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C I H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1.1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 112" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ,.X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) t� 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN. (r3 "' La 0 e � z z Q J cry a--) w U O E U o0 m w F— N cli M mCU = N Q O N tLL-� 0 0 Q rn U n o 0 In v rn ¢ d B D® N C� i .w V SNP Z W z U) Ii U j a � � a W � LU� ¢ z3 /tL 3 Z 0 c N¢ Q VfME Z a�¢r �Q LL E W ' E° . 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specations contained within these drawings comply with the 201 ' 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz tt0 3� z Q d f� Z w a 0 0 �z00 Z Lu Q�Q Q�Q U Z Z n LJ 0 w z uj C J Co 0 U 0 Q ui Z y_ z z Qz 4 ` J Lj— C z O J w o = LL uj 000 F LL- b O Lu 1 ` z Lu C Q Lu O �� u- O Z LU Lr) a� O Lu w 0 J ri LU � v Z Z < z 0 �� O Cal S LUZ = J U-)IS00 `� r--� ,--I 4. U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. 7.0 ►rr 00 CD E 0 x N LZ 00 N M w 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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . 0 Safe vertical load + Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS MEMO: 8F20-OB/1 T 1119 8F44 1 B/1 T 8F40 11 B/1 T 8RF40 OB/1T 81`321 B/1T © e FORM k GROUT SOLID 'IT ::e. _ CV Q W O � J �U O #5 BAR CONT. 81`12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. p E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = to J w 8F16— B/1T H a J 'o� v' 0 to tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS . cTi precaTlrntels = 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 1 V slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR IN. AT TOP ALTERNATE POWERS MIN. (1) REQ'D -1/2 STEEL LINTEL CLEAR 0 a 4 .M.U. #5 REBAR AT TOP ,4 e MIN. (1) REQ'D Q 1-1/2" CLEAR a a e a 4 _ < GROUT n J O Q L C.M.U. 5 REBAR AT = rn w e BOTTOM OF 0 ILO, z w 0, O y rJn Q LINTEL CAVITY OTTOM o it Ci O z REINFORCING ¢0 Co Z � � 7-5/8"ACTUAL PROVIDED IN LINTEL —¢ Zo w rn ¢ _' C7 3r D D #5 REBAR AT BC �o L, AS INDICATED VOMINAL WIDTH (VARIES) 0, um�i ¢ 00 L6 o LWTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL 5-10" LL LINTEL PLAN SCALE: %4"=1'-0" I o Z M _ o zC) Z Q Z '�YiI I W ro •V — OLU I— c/) � V) o o C6 U 0 m W F— N M iA co O O o U N C A-- U_ 0 Co O QO rn Q d B D® N W N `O W LU M ,J W UM U, LU o U m- i of o c z UvcnM O O � •♦w� m � Z QqE�_ a� W N �•�tt��a�f�d�j;�f o IP `i.J •• �l °•�•°'•....••'"�•��, .'moo �R ���' SSIO� 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. L N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz CO G �o ZQ Q� w¢�ir Uzoo z Q wz Z ys O�co �O UIS LLI Q! CL zo U f z 5� W -0 o O = Q ¢ n W 2E >w 0 0 Z o J �ma <8 J J g g orJ J Z�Z aaU<,� � ^ o0 Z LUE z ri LLI ceao� U Z O UJ ,­4¢ cLJJ L Q Z Q Z FU U u<+ a O \V �V•F• z O O 0 F� 06 g = fh a Lu r-, a U0 s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO- 4s0 SHEET NO. 8.0 -0 's to 0 r.: I 00 00 F- EI 0 0 x NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES 00 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. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2, 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. L F AND FLOOR TRUSS HOP DRAWING ARE TO BE SIGNED AND SEALED BY A AL R00 N L00 USS S S 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY: /„ 4. 1.7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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 WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- ( ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = If 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 15/32 EXP 1 OR 7116" STRUCTURAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE YW D FOR IN ERI R APPLICATIONS SUCH AS SUB FLOORING AND 4.4.3. ALL PLYWOOD USE Q INTERIOR SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IFBE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y4�� DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1Y8„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / SHALL CONFORM TO: Fy 2 ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL I AC -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED, PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 rete oyerpotl and mortar along the foundation perimeter must be removed be ore extenor sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 140" 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. j CD t2 0 CAD Z N z� w a C w � p 'U e 0 w o�/, {V) ' v C) C) V1 M m� w pEo U � C E M 2 N =a; o0 � 00 �C cc 0.o rn u7 n 114, Q o Al1 B D Z LUM N m Z/ Z SCD Y� C,LL O W LU w � LU in Z 2(11 O =2� o m U c -10 M LL W Q N¢e'r a O v U O S1KG.G M Ati VY IV •�' w"-� ' UGC; ��� of `e ��� ••'1� Gf-' L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com D Irn WQ w za a� gF ��OO E U U O MIX �z? a0oR 0u ,, u W�0 LUz Z LI.. Oa z y 3 z O rr J Q w T V , �- O�z 0 ...��.' J ZD QUU f0 WQM-2 _... ,. 0 N -J EPAZ< J < ce Wce w Z LU11i J r{ ll1 a a �Wu-5 No�U O F. 8 Z Z � irz S'Ro m Z Z Ob :5_ SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. SN -- - � � J F i I ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 01.1+ ........ ................ J 15132" CDX 00 PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 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 0.280INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r / 1/8" gap ° k ° FILL CELL STD. 90° HOOK BOND BEAM rn w ¢ 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 CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQAbl,,k PER PLAN COLUMN ANDSHEATHING CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min . 2" min. }Small gap 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span, Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16' 2-8d 6-8d BCI90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d required when indicated or 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. 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 M wall or beam below.* additional orequire consideration. Check N local building code for appropriate 1/16 details in1--One 10d box �o areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. i TANK -LESS W/H CORNER OF HOME GARAGE SIDE a� ,o CIO O J ao 1 00 E I E 0 H C G 00 O 5'-011 STUB -OUT FOR 1'-O" o o LO GAS METER O o U C O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT 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 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or SIMPSC w/ (22) NAILS 1 5/8" � THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 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 / Plumbing HETAL20 INSTALLATION 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 fl 3" max JOISTS OFFSET �/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls d nails SECTION @ INT. BRG. WALL require additional consideration. SECTION MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6„ A 1Y" ROUND HOLE MAY 6� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1KNOCKOUT 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. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM ` y SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange, Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. GRADE . a. r- REINF. SEE PLAN ' (2) #5 REBAR A/C CHASE 4" 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. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE e d . a I --I 1I— °TIII�IT- M SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE r— PLUMBING LINE � C C e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl— APLUMBING LINE .e d ° ea. c ea G a e _ I a SEE FND. PLN. SIZE & REINF. CD zn 0 N z � Q J a I� Z w o •V — 0 LU 0-1 T .� ZD o v o� m N F— S = ai N_-0ccoo p o No 2 � Id �w00 � o0 Q 0 Qvv rn ¢ d N �D m 5 oNo U) o � o M N Z LUo�az U) UJ >Emoo a C, CkW Z_ S 24¢ o .w O Y I g s N z � �<N ¢ Q LLz a LU N� Qe 4 4t a ....... .�� • DL e -' �/ v� r �° LU VJ _ \ `Q =% `• - "OFESS110 0 N tfttti;it 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz M ,2 W a� fF w¢C4Ix U400 C[ Z ? Q z Z _ 0 Z OLu N Q wM!o Z� ZZ Z -a T"i Q -0 Z a J n U U U moo= I- 0 QVY6 0 ;'. I— P a p Cl)ZZ w j a<� � Q 0 K z Z h oo�o LU J U-)ra2�Z r-1 t11 Lij Z v � o g~o Q z <zS DN Z �o z O 1 06 2 1 ¢f a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. SN 1 I --�" �T II',16r � III i I! :'.61�:11 �IIi I ' g1iiN:i�if'YYYI #tll 6i k fllllk,�+�I birl�ll gill I'.ii71Li I I Jr :�'T J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE `N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD I I-1 =1 fir) I I=III' TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH (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 E 6x6W1.4xW1.4 T WWF OR FIBERMESH co o TO I -I I rl 11=1 r TRUSS (SEE UPLIFT SCHED.) W! 8" - - 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. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR WxWX16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR --� G/S3 FOR ANCHOR C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH > 1x2 PT WD FURRING @ 24" O.C.-/ (1) #5 VERT. IN FILL MONO OR STEMWALL 1/2" GYPSUM WALLBOARD CELLS SEE U.N.O. ( FOOTING MONO SHOWN rl) FOUNDATION PLAN FOR CLARITY o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION -4-3 1/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL FOR BEARING WALL MIN. 2500 PSI CONC. SLAB W/UPLIFT ONLY r� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR «� MUNICIPALITY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1,"Am 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 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. @ 3/8" 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.) _ (ALT: 1/2"x12" TITEN HD @ 24" O.C. ELEV. 0 -0 OR 5/8"x10' WEDGE ANCHOR @ 24" A. F. F. O.C.) 2" 0 �31/2"MIN. ELEV. 4-31/2" z A.F.F. O 00 N TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR / GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE O GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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" O.C. W! 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2rr 6x6W1.4xW1.4 WWF OR FIBERMESH �31/2" MIN.Af 1 rrrl 31/2"(min.)- 4" I11=1I I=1�1= 00 III I I I- 31/2"(min.) - 4' 11111=I I I L `I I1 1 I 1=J 11— 31/2"(min.} - 4" U=1 I _ �_ =1 I I• — — —III=1 �I I =1 „III=11I (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL aSTEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Pcs't�Eos� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x ST UDS @ 16" 0/C 10 M�� �5 \ iN INSULATION PER FBC AND ENERGY / 8" C.M.U. FORM SUBMITTED WITH PERMIT f 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5!8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 6 K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6)1/4"11/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� `" 2x P.T. PLATE ASSUMED FINISHED 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR = s GRADE ;, o D ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z_ C D FINISH GRADE °O 2 " MIN. LAP 30" MIN. LAP 5 I I [GRADE 60 MIN. Fy= 60ksi] ° D °D D O° = =1 =1 =1 =1 =I 6 MIL VAPOR BARRIER r1 I 1- I I I D ° ° I IT= I I= I ` IIII—I I C�1 0I_ T Mx, 771114 R 1 7!8' —� #5 REINFORCING BAR _ —I III — III -I N Z #5 LAP SPLICE I `I I =I— ILI36" D . ��(�I I�1 ,I MIN. LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO -I III ii=7_ml V 95% MODIFIED PROCTOR ASTM D1557) III=1 I-1-1 I=1=1=1 I I=1-1 4" 1'4" CURB DUE TO SLOPE 11 11 l l III III III -III- 111 CONCRETE SLAB WWF a W1 4XW1 4 WWF OR NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING 4 "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Of*CV _ ° D ° - Z 00 I 6x6W1.4xW1.4 ° 31/2 WWF OR FIBERMESH o 6 MIL VAPOR D BARRIER _ _ —I I = - z ,� N min.) 4" o a I COMP SOIL ° '- O° - - - (.o (COMPACTED TO 95% I 1 i I-T1 I _ TTI I MODIFIED PROCTOR II 00 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION KA � SCALE: 3/4" =1'-0" S3 00 o OPT: DEPRESS SLAB 5 )/" `- DEEP AND 6" BEYOND - co DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB 3 PAVERS SCALE: 3/4"=V-0" �r I GRADE a -rrr-1 - -(1) #5 REBAR w/ OPT. 11= I _SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT O.H.D. RECESS z 13 O.H.D. RECESS M� Cl) 400 " '4-I .'.a. _ I SEE A/S3 OR J/S6ITI I I- I Il l 11 l ao FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w! DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEEA/S30RJ/S6--*- -ILII Illli,l�l,,, I llrll-� FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (I STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol _ J CONT. BEAD SEALAP fir— Q ° < INTERIOR -3 1 CV ' M CONCRETE NAILS W 1 1/2' 1 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S C Cl) 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D w 1�1=1�1_I�I la° p . I—III—�11=III _ LU W rn (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- E 6x6W1.4xW1.4 WWF OR FIBERMESH f III 111=1 I 1=1 11=' -. (2) #5 CONT. —11 ITI 11111 , , I I-1 I I, , , I I ON 3" CHAIRS 8" (TYP ) 101, #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF'�� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH T 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M _ ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a - - - TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL co :- = I_I, ,I 1-L� I=1 I . BEAM SIZE & a I - I CONNECTION INFO Cl)I I d 111= .. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � 1 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 IM Q SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM � S3 SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �'-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRAD a - FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c� ° =III- WWF OR FIBERMESH '- " BRICK PAVERS or SLAB PER �COMMUNITY SPECS z w p 0 w cn 0 0 = "- ( = -I = f- w III=III I I=1 I I=1 I z -III=1 ' -'' • °' _ ___ z a I=_ ° a - = _ = M ° ° ° - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 0-0 FIN. FLR. Imp LU FOOTING III III—III—III=1 I —I I 1=1—III_ v 11=1 I I � i 11 I F 1 I IEE 11 , l I -I I I=I I I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U r Z co 0 -o N z� V) CD C W �V — w I— f� U a� m W -S N M co -7-N Q = U W �"00 o'6-- �o ¢rn (nao LOav �Qo .N. N �O N Lu e Z W �oz z° W Q v Z W W V u--a N� LLM Z44 F, W N Q Mi O �j U OO www s"'Sti'�if 16AO�t ❑ viE��., ui 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www. Len na rTa mpa. com 0; i� } a M J oo80 Z of a U Z Z W CID a � W N Q J Lo MLU ZZ -J z = 06 -� Z Ov rl z g = � Q '�Z Boa ~ � m 0 fV LL QQ� 28-2 Z Z Z ri o� r�0.� LU Ln � 0 Z L � z o LLJ � O Q h 110 d- Q a z o H uj Iaz Z t-u <Zo go Im Z J M Irn S 00 � 2 o f a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. S3 11— — — — — — — .1 �(\TYp) SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 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 SEE PLAN FOR HEADER CONNECTIONA SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" 926 APPLY 3 LAYERS W/TOTAL SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILSJEI� ❑ THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK ❑ t�_LEXTERIOR POINT w/ (3) 12d MIN. EXTENSION FROM - SOLID AREAS ARE SOLID AREAS ARE �� EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIM SON SP2 w/ (12) 10d NAIL ---- HEADER FLUSH TO OUTSIDE OPTION WALL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 21/4" BLOCKING W/ 2-16d TOE NAILS CL TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d 2x BLOCKING @EACH END W/ 10d @ 41F ❑ ❑ . ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) c"'i TO BLOCKING WALL O/C FIELD �r ? a (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ ❑ 2x TOP PLATE cn PER PLAN SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. V2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8) 10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN, 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS STAGGERED FROM BOT. B UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. SCALE: N.T.S. S4 S4 SCALE: N.T.S. 54 a AND FILLED W/ GROUT d SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NOW WOOD TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE BEARING WOOD FRAME WALL j UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. SCALE: N.T.S. DOUBLE 2x4 SPF 12 FOR CONCRETE PLACEMENT 96 3/8„ CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 S4 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 JLJ AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED I I i SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Cn 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C c EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 0 N 2x P.T. PLATE -4-1 5/8" x 10" "J" BOLT @ 24" O/C MAX LO 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 Ir KNEE WALL ABOVE MASONRY WALL DETAIL d a ° d 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN)LE OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS ❑3 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 FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. M 0 I 00 N a MOUNTING BASE NOT SHOWN �, FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE co GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES v SLOPE FORWARD\ o FOR DRAINAGE 00 o 1 11 SEE PLAN FOR FOOTING DIMENSIONS r` IGARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w G SCALE: N.T.S. S4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" - NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a WALL 2"x BUILT-UP COLUMN, SOLID MEMBER OR a o THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71 ° a ° a DOOR17 STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° • HTT4 w/ (18)10d NAILS (3610# SPF) 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) 58" GARAGE A „SPLICE STAGGERED a ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) DOOR . ' 8 M ° ° ° • HDU2-SDS2 5 wl (611/4" x 21/2" SDS 12215# SPF) WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T > SFF �N�o N FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL ) GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x 11118 7, CRIPPLE STUD TYPICAL (U.N.O.) GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a e OF G B/ POURED CONCRETE BASE FOR BOTTOM MOUNTIN 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. • �� ° °° HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) J-BOLT % (M _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) TRACK �NJ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) BRACKET G 0 10d @ 8" O/C HDU11-SDS2.5 w/ (30)1/4" x 21/2" SIDS (6865# SPF) ST �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/MOUNTING ANGLE W/ 4�16d TOENAILS NUT TO I P PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON rc—) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) 1 (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 SP2 IT SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 10d NAILS @ 6" TOE NAILS 1A. MIN. (2) PER BOTTOM PLATE 2XPT TRANSOM FRAMING TRANSOM FRAMING STAGGERED E EBLOCKING FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION SEE SECTION AA/S1 OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR io 2X8 WALL ABOVE NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED MASONRY WALL @ 12" O/C FOR 2"x10" OR q a 2X8 P.T. BOTTOM P TE GREATER HEADER /'1 5/8"x10" "J" BOLT @ 24" O,C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON C 1 • INTERIOR HEADER: SP4 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. 12d TOENAILS STAGGERED A STAGGERED BOX HEADER • EXTERIOR HEADERS: TRANSOM FRAMING ONLY (1) 2x SILL PLATE W/ (2) o 0 BEYOND. 12d TOENAILS NAILED INTO • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES c E SHEATHING SIDE & 8" O/C FIELD SEE SECTION AA/S1 AND S4 BB/S1 FOR ADDITIONAL B 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD OD SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING OO�c OR U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM NOT REQUIRED @ PLATE) P.T. BOT. PLATE BEARING WALLS NOTED a d ALTERNATE: WITHOUT UPLIFT d 518" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. C9 �_ Z co a zN z� cn U 4- J W � p • O LU T o U o� m Lu N M m M m v Cl) 6 O o0 U o I-Lj_00 CU ¢ 1) in flo Lo rn Q o B D. h _ N `O v M U, N V rn 5� z o z 'z U)z W ooN �N., im !-Cc W in W LL ZLL¢'o 1 S40 y�% `s z M% Q W a N¢ll ������ o �r O 1101to- com $'. OF Q o 0 F E S S t O" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. Lenna rTam pa xom oz z a f pF,, W Q C W oo�� �gZz W K W � JoD A O�cvo U W N m o z L rL z T U N z z O J < _ Ch � _J O 9 z o0 O H � r LU W JC UOd'�d aO � cV Q z za <� o � Z< Z Woo a0,! j LU .J L0 T--4 W 6J 2: � lW=5 ¢ z o §U S g�8 ,I- z z 9,0 O m z �{ = a z � _--1 t1 U0 o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. S4 _ _... — - -_ - 1 11 1 IN 11 I! II h I., IP IIAI, I I�i ,_�. ,I,.1 ti, fit.. ,­.1 .,.. I. I I I I I i I I I I I I I ; I I I I I , SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 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) NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. ( SIMPSON SP4 w/ (6)1 Od x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FIRST FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CR0 BRACE 10d x 1 12" @ EA. ROWS TRUSSES @ AT 24" O/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 @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ` EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING -j ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5!8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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" 0!C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" ri EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE Wi 2 TOENAILS SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24 MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB / 10d & (2)10d TOE LENGTH (SEE TABLE) /,-- 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 16d 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( )if O.C. FOR THE FIRST (4) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 114"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 16d TOENAILS 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD SIMPSON H1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1Od x 1 12" AT EA, REFER TO DETAIL J ON SHEET S5 FOR TL N r SEE STRUCTURAL OUTLOOKER X-BRACING, AND TOP T co"' NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION CD`° Co SHEATHING DETAIL 111,2 1/ ". 2"x4" CROSS BRACE -WOOD TRUSSES - APPROX. 8" FROM RIDGE FASTENED AT -2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT „ „ (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS - TRUSSES FROM EA. O/C w/ (2) 16d (D 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL -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 x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 2x4 OUTLOOKER @ 24" 0!C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. - L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION Ut- I hit LAJ I LAMINA I IUN (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I— 2x4 BLOCKING W/ 1 Odx3" @ 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 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D ) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g S5 ADDITIONAL INFORMATION. CI O N �I LO ►m 00 MINIMUM 2x CROSS BRACING a (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. ^SEE M/S5 �I CROSS BRACING DETAIL J ISCALE: N.T.S. S5 °0 12 6.9 MAX. a o I LZ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1 Odx3" O/C @J 2"x4' TOENAIL 6" 0/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 r` r \-CONT. BEARING u GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT \- • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C, TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. d ----w — — — � 0 o 0 z o w , 'v < 0 o ' 0 d w Q � o b o o d— w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" 3'4" - 6-0" 6 4' & 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"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 V z ch — o z04z a V) 0 4--J w C6 p .0 w 0 LU Ln o U o M m Ll_t oc' N M co cMi — V = g? N -0 co 0 ui <0 t o-o =tom (n-00 o Q o A ® B D® N C B D C N N .w O coW ECN - C r7 a �LLCD w " W V ; � W Q E Z C 2¢ m t; ILA oo m R t6 Z A � W N Q M G. U o l� S w 0h O� U °• �'°• •. E LID '••.....•••'���. O�ESS,d '`'fiPrltrrrrlllt�►�t`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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com Oz 0 �o zg W Q � �400 z �ozZ �O— W Co Co LL A V W N 8Vo Q ^L, W ' ^ v, z O V 5Z H Q z O -0 � a J W T i 0 z 0 M =, J �o 0 Q vwa zg�� fV �-�— w LU a a Q w �o�o Z z 000 LU L 0 Lij 21 Z J rl Ll.J Ala-°�v a � �- � Q a z o' < z Rz i00 n O z W aW rn � 0- V) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4wO SHEET NO. S5 Ill 1 1. 1 I Iluito:IliiSttihit h,IfH,d,�='S ,l I_GII'.i i i 3 iU m v S co 0 00 i a x to to O O J co 00 J. v Lam. 3 Q N 0 n E H a 0 C y U 0 C-1I OO U d .o a 00 N G \ r- DOORJAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL MAX.8" , UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. -- TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR HT. SDN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS RA FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING „ � TAPCONS 3/16 0 X 3-1/2 LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12' O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 � 2x PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL eTD. 90° HOOK (TYP.) STD. 90^ ` �I BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" �� O.C. & 4 FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER „ 1 X 4 1/2 DRYWALL Lill [/ NOTE: LAP SHEATHING TO DOOR JAMB REFER EACH END W/ MIN. ( DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ' JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 17/ 2" O.C. -� 1 X 4 41 _ FURRING 2X8 P.T. WITH 3/16"� X 3" ' +2� NOTC F.� @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. STAGGERED @ 16" O.C. 2X8 INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK an. SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT n 24" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL _ * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS i IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8 O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRucTlolvs. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN 4 CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a: INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 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/ Jr TO TRUSS �F TO TRUSS TOP CHORD RygN MIN. 4" EMBEDMENT AT 16" O.C. + (F NOTy 1 r-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO MAX ) PER NAILING SCHEDULE ALL TO SUPPORT ° ° ' ' °.. #5 BAR 's BLOCK HEADER �1/4 it SOLID BLKG. AT TOP BTWN. ARCH 2,_0„ 8„ (5)12d NAILS SIMPSON TRUSS + + SOFFIT + . ,. ,: .'e p . °, 10 p 4 ° . CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®° IN TOP > ° ' °" 9 q KNOCKOUT / c14 8d NAILS EACH TRUSS > .' :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x OV CONT. W/ CONNECTOR °�®° _ _ d MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT b z TO BE INSTALLED 011 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD FOR OVER HANG FILLED CELL, , -, , -, �° �° 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _, •. . • - • _, . , INSTALL WDW, SCREW ----------- CREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" °i ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 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 w/ 1 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. NAILHTT4 1/2" NAILS TO STUDS & (1) - S 1) 5/8" DIA. ALL THREAD ROD >_ #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g EPDXY MIN. 6" EMBEDMENT & ` 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _p� 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 U ''� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o u w a A REINFORCING AS FOLLOWS: * SEALANT c a Q 1 P MORTAR IN B I LACE LOWER HALF OF MO AR BED JOINT. DO NOT FURROW. oIT F- * PRESS PANEL REINFORCING INTO PLACE. " v E #5x6 EMBDE I D D INTO O * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. 6" MIN. LAP SPLICE W/ REINFORCING PANEL I ° _ r o I L I a - cn N EXISTING FOOTING (2) #5x6' IN CONC. FILLED CELL a „ DRILL 3/4 x5 MIN. HOLE 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT o (- GRADE o, I —I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p. ° •• : O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Fv ° p \ REMAIN FREE OF MORTAR. NOTE: `' z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g o r • 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, or COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. UI �_ Z co 0 — CD z 2 � a z V) CD (1) w �0 LLj TO m W c G 8 a)M 0) Ci -r- ai O 0 N \ SJ �0 L LL OOD = oo U)ao ¢ or v o 0 Q d B D® V N �D O ZWW CO= z a �U�o � LY 0 oz -E ��� O o04 w ZLL W O�ll�ddllQj w CS E ,co 0 OFESSIOV' �• /�iffdtlQillt'4�\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ 0 LoW WarL zx rzoo Z V Z 0 w Z UDI J C � p an— ° W W N Q �Lo Ln L W C ZO r U Z Z z OU J W g = JT Cf J > 2� o P � J T. Lu W rag J z a Z a W q Lu C o � z Z 2 u- 0 Z� W Q W .I T{ E �O d- ¢ ¢ z LL Qz z t C < ° Z� 1,0 06 Zo 5 W = a Z .-+ a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. SS 6 YY/ L- I vu `w "/l l 1 I I AV j Y Y "U CROSS BRACING DETAIL (TYP.) 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 TYP. PA TRUSS SSES (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 B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @" ENTRY FRONT WALL SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 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) 10d NAILS SIMPSON HEADER w/ L.SEE PLAN L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W! (4) CENTERED AT 16d INTO HEADER & (6) 6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM PRE-ENG. TRUSS SPLIT TO TIE 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE JN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS A INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x 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 ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR 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" •}C OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d EACH EA WOOD SCREW EWEASIMPSON FOR ADDITIONAL INFORMATION NAILS EACH TRUSS INTERSECTfON. TRUSS OR CB COMMON B M TO POST ATTACHMENT 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS . A DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/(4)16 d NAILS TO EA. 2X4 BLOCKING PRE-ENG. TRUSS A A SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF EAM ATTACH SECOND PLY MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. v -v • DIAGONAL 2x8 #2 SPF RIDGE BEAM o AT 8 -0 WOOD SIMPSON LUS26 w/ (8) 10d NAILS 2x6 #2 SYP RAFTERS FOR SPANS 4FT MAX TRUSS SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ {8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR co TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) IN2TO ND OF EACH FLOOR BLOCKING INFO) BEARING SUPPORT MIDDLE TRUSS, C AT .. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL Q SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION = DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 ,+�I' SCALE: NTS COMMON B M ATTACHMENTrl 8 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING . SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS 4 TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OlL VARIES 2x STUDS @ 16" O.C. a ROOF SHEATHING SEE 1/S5 FOR SEE PLAN w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUOSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP o 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS 3 TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS o STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES o PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABIL LOW ROOFMlALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS TRUSS STUD) SHEATHING ATTACHED '— VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d E VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x = o (22) 10d NAILS OR (2) 16d NAILS TO NAILSTO OCKING = WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 6" O.C. y OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM LZ SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. o STUD TYP. T&B PER NAILING SCHEDULE & 12d TOENAILS TO • MASONRY WALL BELOW: SIMPSON a<. PLYWOOD (3) HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING UI TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL , 4'-0" O.C. TO GABLE TRUSS co ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ L-11SEE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. . 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. Q "' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. M EXTERIOR. WALL SECTION ENTRY CONNECTION r22��SECTION AT HIP GABLE SECTION @ BUMP OUT � g 12 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS W 31 DETAILS & SECTIONS (9 �p z M _ o CDto z Q a z V) (9 )m +_j LU M •V — 0 W C6 U �g c:, m W - N M C f6 M ® U f` C3 M O o 0 00 C� <o ¢t3) U)ao "tgv MQo A I B D. N C H D C N � N o N ZLU o a o F ���z �, z LU W > E o � a y � z 0 - sg:� N Wum O a) V OO WWW. G.COM 1 Li `1� Y ✓dC�..� v • vY" v FLO �•�, z // AROFE331oN1\�'���`\ '///'r/{rl JJitl I111i'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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z w ¢ Y X 0000 ozzz CL2� m a W 2 if �U '�` W tj O i rL z p zz '8 oC I— v s � LU -p rl W z OU = 0LU J ;¢c C�Oo 0 Ion Lu w -aO Q rj z�za Lu y,� Q Li Q W ¢ g -W � Z �o�o w Lr) W ; rL W Z Z Y U o Ct' L LO 2 ca ' ^ z Uj i J (n a rn SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4n0 SHEETNO. D1 EI E 0 x 0 0 N ^' ^ "n WEATHER JE BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NOl BOTTOI n enrnr SELF -ADHERED FLASHING HALF ROUND WINDOW E AM r uyar nrv� r�r�ontrv�a 8 2 4SHING �1 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �IuR1L�16�1 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING Eo: 0 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground (+- SELF -ADHERED FLASHINGUIT SELF -ADHERED FLASHING UIT M1610 FOUNDATION WEEP SCREED DECK JOIST I OUTSIDE CORNER Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 i Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED 0 NOT USED SCALE: NOT TO SCALE ins am 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 buttjoints need to becaulked using Stampede or sim. caulk for all z o - o z00 z 4 U) Z t!') 0 C w ,0 w ZD � o U o0 m LU e f- - 8 T M Z O O N U �8 5FE08 C o Q rn no CL rn Q d AlI_�...o B D® N C B D C 70 H ���z w z° m M a U) Z W r c'n" o'er i w W a 6" �3 a w } W �Q�"� a 'io o�� V.Z a��C'� a�a W W W .FDSENG.COM 00 0 N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 Wo Za <g wa�W OUz_00 DOQQ:0 Z U Z Z RSW a w � � J 8, Q L zz o LLLLJ 2: z s Z J ` ' 1 � LOL 4 FE GC o z O �{ V Q J u c rr g °Oo a W Q Y F- �a� xma i' u�Oa a J �F ^' V Za7r>¢ W uJ a Y C g Z 0° Z r-i 62 a o ¢w� U J t-i Y gHF I- Q Z Z 0 0 00 Z :5= JU) r, T-i a t) s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MIAMES VERSION N0. 4mO SHEET NO. WP N O� .� 11=11 "g'g R�ggg'&� CU -a "Y'ann-w ON!' • _X "A 10 cm SWO L .7 Im (D A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 (1) -t- HD210-2 FL17232L3 ESR-3445 HU210-2 FL10856.4 ESR-2549 -cu C/) H D212-2 FL172323 ESR-3445 HU212-2 FL10856.4 ESR-2549 0 L_ HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 0 -0 March 20, 2018 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2 18 = C U_ HD26 I'Ll 7232.2 ESR-3445 HU26 FL10856.3 ESR-2549 (13 0 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below iftheywill be utilized on the 0 > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes 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 a) 0 HD410 FL17232.4 ESR-3445 products. Cl) HU410 FL10856.9 ESR-2549 To Whom It May Concern: HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 Cn 110- Co CategorylSubeategory Manufacturer Product Description Approval Nomber(s) Test Pressures C- C: 0 C� C HD610 FL17232.4 ESR-3445 -2549 Co Section 2303,5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that HU510 FL10856.10 ESIR U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf methods determine a connector's allowable load as the lowest of the following: HGA10 FL1 7699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 -67.01-67.0 psf 1. Lowest ultimate of three tests (or average of 6),Mth a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 2+ Average load at 1/8-Inch deflection ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3446 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 strength, fastener strength, and wood specific gravity- The tested ultimate loads must be adjusted when tested HTA20-18 FIL17680A Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FI-15225.1 +67.01-67.0 psf material properties exceed the specified properties. HTT16 FL17324.2 Evaluation Report H7716 FL1 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 -67.0/-67.0 psf ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sinvier Devices in ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 Pat October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTW20 FIL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL15332.5 -40.0/-40.0 psf However, reevaluating a large number of products will take time. While manufacturers work with product certification HT\A124 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 agencies to update their wood connector evaluation reports, we, recommend that building departments under the ESR-3455 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (BX7) +30.0/-32.0 psf 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 HTW30 FL17244.8 C. SECTIONAL FL15279�37 editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential \MndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 lost The information in this letter is valid until 613=018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WindCode Doors W16 (8X7) FL15279.85 +38.0/-42.0 psf www.stronglie.com for additional pertinent information, If you have questions or need further assistance regarding I this matter, please contact the Simpson Strong -Tie Engineering Department at 800,999.5099. HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential Winc[Cocle Doors W6 (16X7) FL15279.102 +37.0/-41.0 pat Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10458.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS AP4 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf Keith Cullum, P.E., LEED AP d\&YBDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856,11 ESR-2549 Engineer, Southeast U.S. Branch PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf Z JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 -40.0/-40.0 psf JL26 FL17232.7 ESR-3445 LU26 FL10665.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 PGT Series 5520 FL243.9 W D. MULLION M I Windows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS2&2 FL17232.11 ESR-3445 LUS26-2 FL10655.1 12 ESR-2549 E. OTHER JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10555.118 ESR-2549 3. PANEL WALL N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I 1=10 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detali Pap.pa, 1/5201e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Defall 1/S ole Florida DepartireM of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I m2 v52ale U) CU � � > C � (D 0 0-PLa204N4tl y/ O OL 0 ^VJ, 0 � `v � {•1� .tea tea/ • V! .tea U ; V V O 0 O ' y� � � O � �a O �� ' ^ CU O TZ O •' O U v, ICU t V �� `^ v J -1-�a - _ CU /O-� Li. SiWll EMeLu gaa I0 gal im vedg Mlaffldnchm Contact Enothawa uValidated ev IfflitatiM F0Q Aborove App� Awn Revision 2017 Teemq-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 701762077 071172017 t0aiBll017 12/122017 Approved Cabpory: Exterior Doors (419) 298-174g PEI3409 (879) 787-0b55 fp,rpcalepor)r: 81yDpNp Exterior Door Assemblies rbkwMnabldpu'HlsNtsrd,. Compllana Method: Evaluation Report from a cem Florida Registered Architect a • lJcaheed Florida Professional Empbaar FL#2Ml4t2 Products = FmdupLCltr g 2mdkaaaYrs0on ovedwmdzuudwLRW fin i pprovoulaed for U !'� 1 a. Theme-Tru F®arLbesb and SneoBfStar Nominal8MJ139;e &quct;NoMmpaoBquol; Opaque 12/312020 No Yee No WA Composite Edge Fbeigho s 81npb Dow anorbWOubrAng; X configuration) dr9da gfww Ala � Dots Pwdla 20 I1rsa version Ianl� A vwdaredey I(a IiIIAMMtad 11g.AgrsYM Aliatmad SttaR Revision Revbbn 2017 Theme -Till Cwior Do Rik Wright Lyndon F. Sdankx, P.E. Ryan J. 74 P.E. 12/132017 12/132017 122,f2017 Parading FfaC App SubCaty:Exteriorging (419) nstw40 PE431(9 (a13)787-01(66 BuDCabpory: Itwlpinp Exbrbr Door Assemblies MAw$rabkpcanwitar,b. Comptisnce Marhod Evaluation Repoli Sore a corn Architect w e Licensed Florida Florida Registered Engineer fororessiornr al Enpirwar FLa2es61.R2 � 1: ni lame 21& Iae um Version �$ P.oMant.i.Llang ValMatsd sy YWMMW l�App�rsl Attl�ad 3itapR Revision 2017 TMrma-Tru Coryoraton Rik Wright Lyndon F. Stl,mNL P.E. Ryan J. King, P.E. ,OI16R017 07(t2J2017 t0118IL017 1211T12017 Approved Category: Exterior Down (41a) 29&1740 PE�940o (813) 787-0663 BubCaepory: 8wlagbp Exterior poor Assemblies rid<x@rwbMpcamuaaoe. CompBarw Method: Evaluation Report from a coreCompliance Elands Registered Architect or a Licensed Florida Proeatbner Engineer PLa2W1-R2 Products Aga Product Model. � lrsner chase Yl.NmbaraName In Outside R Measurew 8 f. Thelma-Tm FiterClaaUa aM Smooth -SW Nominal Nominal $IMQ;O &WoI;Non-brgedaquoC Opaque 12f312020 No Yoe No WA Composite Edge Fbeglaet Single Door 0mwmglOuewkp; X configuration) FLn M14t2 Se>M! DIMar Nk lee gMs.2� lase lag Yersan 2909 Validated By IhIf0a0W SahrsiAad EEg,AppgYM Adirl9 § Revision 2017 Tmerma Tru Corpontidn Rik Wright Lyndon P. SphmML P.E. Ryan J. KYq, P.E. 12JI=017 12 IUM7 12212017 Pending FBC Approval category,: ppetlor Door (419) 295.1740 PE43400 (613) 7674M subcategory:Swbd: EExbnw Dow Asesma ritltwMhwbtepcerenreama. Couap9area MaMed: Evahralbn Report from a corm FbrWa Registered ArchSM or ■ Licensed Florida ProTeesbnal Enynesr Fyn Selo Knew, la� Is d 2skLbaMm e lym Version ti ere gprsars a^�^=•ra LI- Vaatland ev Valium t! PFIIQ A AMR Revision 2017 Theme-Tru Corporation Ride Wright Lyndon F. SMrtpdt, P.E. Ryan J. KIM P.E. 1011512017 O71122017 10110=17 12r7220t7 Approratl catsao'Y: Exterior Door (47� 2p8.1740 PEJ34gp (813) 787�55 ardCabpay: Swinging Exterior Door Assemblies ridnv@wDMpooMuhMe. FFor da d Ar Architect Evaluation Licensed Florida RsaNbred Professional Engineer FLO20014U Products C-Niv Amu-, Aawmladlerlaa I�l4t Dialed 1,HVHZ �.HVHz ! Pntlars 9 I. ThermtTru Flbor-Claab anpactaq d Smooth -Star Nominal S&MA BquoLNon-Imuok Glazed 12/31r= No Yee No WA Compost Edge Fbaglass Sfagb Door OmtWg0jawi rp; X configuration) F],>2M{14M 22da EDShCJS Ise Ise lab PaodiOa I0 o .-1W s � u�...� Omit Ymlm tars !(aIdMl4mc YiAYMa0 PRI Amrarffi Alga Revkdon 2017 TDwme Tm Corporation Rkk Wdpd Lyndon F. Schmitt, P.E. Ryan J. Ki g, P.E. 12I132017 12/13/2017 12212017 PondkV FBC App-I Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767-MU BuDcaepay: 8wigirg Exterior Dow Assemblies rickw®rrbk,pconwltsms. Compliance FAaanotl: Evaluation Repenfrom a Wrrh Florida Registered Arddlad a a Licensed Florida Professional Engineer Ftl304a1472 � � � Dab Pervill- g� Val � ])fa! Varian MSlmtJi di>�FI EL>ollmat4Jrl�a Y $! PJIStApp�7l A!�! Rcvisbn 2017 Thuama-Te Corporation Rklr VYright Lyndon F. Sdxnlwt, P.E. Ryan J. King, PP 1 W76201T 07112017 10/182017 121122017 Approved Subcategory: Swiping Exterior DowAetsmbtlee (479) 298 kilgow � PE-4340p (819) 7874%56 C°nrPaanos Mclhatl: Ewkrtiah Report from a Corn Florida ProfesebnaR al Engineer � w a Licensed Florida FL#204N4tt Products � paw- Aga Product Madat Number or N.ms In fpQg g1ltn�elBaS I PJsaMm 14 n. ThemufTru FbarCbnic and SmcoB�ar WOFBq�gt (Razed 12/312= No Yes No WA Single DoorV�^J CompositeE6621N4M (Iretvbg47ubwirq; X conkumwn) FLa204M40 �! deABLu Itae � )ate � �D jbmdw&m road �. ydwmm av Valml AI�NIed PRO ADMO M Approved $tatlR LuisRevMon 2p17 Therms-Tru Corporation Rltic WrOM Lyndon F. 3ohmWL P.E. Ryan J. King, P.E. 12/132017 77J132017 12212017 dig FBC Appn C bColop ry; &or boon doloo (419)29&1740 PE-49409 (813) 767fi635 SubCebpory: Svtl+Gnp Exterior DoorAsesmbees rkicwMrnbldpconauaanb. Flednok E Report Rom a cm Florida Registered Architect w a Licensed Florida Florida . FL82OU14tl ProductsProfessional F ionalabrad Engineer Aga Pr du tModel.NumberorNale QMWWANUMM S�tAtt�Dab A LN A In11Ytiz outsideNMQ llas�rs laflpp P-re $ffiA Adis! Approve forte! 1atlmZ knead liatldars Provides onion Product �LASUMMM on A A W,,dfor the lnMlyllZ SLatldtfllQlz Ion gnlg ! Pnears FL1204a14t3 Products AnoDwidfor a AnomadforUse Irsued palm 1 e. Thertna•Tru FlbaClaMk and Smooth -Stair Comber 8&Edge Fiberglass Slrq* D guot OPagaa 12/31/2027 conpoafN Edge F'bscpbeg SInpN Dow (InrMnplOutsWnO; x configuration) No Yes No WA S f. Therms-Tru FberClaselc and Smooth -Star Nominal 8&139:0 &4"Mon-bgec&quot Opsque 12I31202/ Composite Edge Fbrplaes 8bpis Dos (Inewlnp/Outavinp; x configuration) No Yes No WA 9 1. Therms-Tru Fiber-Claook and Smooth-Stsr Nominal B&MS &quoONon4 po&AquoI; Glazed 1213,1=1 Composite fxpe Fiberglass 81npN Dos (Inawkp/Oulpvbp; x hxxh5pura0a,) No Yes No WA Agl U n, rhsnm-rm Fier wek anti smooth Nwmnw eaP39;0 agaocNon-m,p.aaquw: canna 1V31=21 Composite Edge Fbsuf)faa 3gge Door Iab>!�i O No r., No Pressure WA �rsh.CEtefe .sump cfmKk (Imwbg+Outewhp; X configuration) Florida Deparinfent of Business & Professional Regulation Papa 1 m 1 Florida Departrifent of Business & Professional Regulation Pepe 7 m 1 Building Codes and Standards 1/52DIe Building Codes and Standards Product Approval Application Debit Product Approval Application Detail Florida DeparfineM of Business & Professorial Regulation Building Codes and Standards Papa 1 m1 immix Florida Depaitirrient of Business & ProfessionalRegulation Building Codes and Standards Pape i m, 1m2D1s Hi152254 a FLOIS22684 Product Approval Application D4rbll Product Approval Application Detail 2M Erseler 2dt go DabPindlno 21h Sdfda andlyor bate bite Dab PWARM lag ISat Yampa l Sas>Zact shallow A Loan- vwamltk Ywwod AID FOCAouerrd Aow,,d AN" LIM Ymlos Mleoill-tm[ Cooled EnpWuALegn Validated 11, YWWA*d ALAMtEW ICAwroal Aporarod A1ndR Revision 2017 Themno-Tru Corporation Category: Ebrbr Doors Rick Wright National Acuschlatlon & Ryan J. King, P.E. (419) 298-1740 Management trouble (813) 7&7-0665 12202D17 09212017 12222017 Approved Revision 2017 ThermsTtu Corporation Caegory: Doom Ride Wright Naboml Amedlaaon & Ryon J. Kind, P.E. 2951740 Manapeneht kteaUte (813) 787-0b55 12202017 09212017 12re=17 Approved !7 Iafe Entity rise la4 lea 12,i152324114 l gd � Dab Pending 291 &ubCartsgory: Swinging Ederbr DoorAaeemboes ridwarMfti xtsukanb. aaeempwY:8wlrginpcderbrDoor Aseembties ry: Swinging ddavA3nvbMgwaeultsnb. dd- IYat YwMn lamdaldl&a Sarsaot Eoo1MH.A.L� )aMtlaaW.el YaMdaed AJ PffiAgrs7rsl Apli®77d Sean Viral IYa! lCerMg4 !fib Comet AoaentAbyelMabtlav YaMdaed L Aatg3ea Along Compaince Maned: CSNSeotiorh Mad or Listing can Comp W c Method: Certification Mark of LMkg corn Revision 2017 MI Windows and Doors Brant Simper Luis Roberto Lomas Sown M. Uri* PE 09,13r2017 08f11/2017 08/1&2017 i(VI O2077 Approved Revision 2017 tea Windows and Dogs Brant Sdnper Luis Roberto Lomas Steven M. Ihich, PE 08113=17 MI 08/11IM117 10/10=7 Approved Category: Exterior Doom SutrCrnMgoryr: Sliding Extorter nos Assemblies (717) 365-M PE-02514 (717) 317-0454 beinpsr®miwd.com Category. Exterior Doors SubCegory: 81kap Exterior Door Assemblies (717) 36"M PE-02514 (717) 317-6454 beelbper®miwd.00m QuaftAssurwm Assuaged for Use AowavM for the bar& D1tion QuMeLA Approved W Use Approved for Ues Ilfrsd laala6 Co+r+faia+wa Method: ¢vabation Report frem a MaNed: Ewlwibn Reponfrom a Aga Prwswt aaeda. Nuundwr a NameProduct Dosertationi 1, HVH2 Outside HVHZ $setairs PnessLrs NuMber C 1, HVM oulawle HVHz Resistant PJossums Florida P49MKW Architect or a Licensed Florida Florida Registered Amhmd or a Llcemaad FWft 1 a. &quotClaeelo•CNALquw; and &quoCBenchrmrk by 5.e and SO Opaque end Glazed Fiberglass Door with 12/31=1 No nee No WA 5 e. &guo;Snwo1h-Sbr&quot and 8quotBancNmrk by &/& and 610 Opaque and Gland Fiberglass Door with 12/312021 No Yu No WA Professional Engineer Proknskml Engineer Titres-Tmaquo: and without Skks t, blowing and Ouewmp Timms -Tr~; and without Side lees. knowing and Oubwlrp F1.11163324PAProducts QLRW Approved for LIM Approved for this igg" dMtlan Quaft Asonsarice Aaww.d for use Approved far use IMRW Da Aga Pradrl Model- Wholly or Name In,HVHz Outside HVHZ itawsum PJsaalg no in HvHZ oubme_HVHZ Reslownt PJaagrs Alamo 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/912018 No Yes No WA 4 SERIFS 42o LIMNUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 12/312018 No Yes No NM 145.3M&quotx9e6guot XO, XX 96aquotx96&quok Florida Deparbment of Business & Professional Regulation Page 1 Of I Florida Departnferlt of Business & Professional Regulation Florida Department of Business & Professional Regulation Pop + m1 Florida Department of Business & Professional Regulation Papa 1 m, Building Codes and Standards vnd+s Building Codes and Standards 115=18 Building Codes and Standards lrsnole Building Codes and Standards t 5m1e Product Approval Application Debit Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail P1ASW324d `r.15+324. 19,115271,41115 rdo Entity w Rik bats Data sae ELa143iEBE 220 DOWor gee Jae la pmmmm Ise nftor Iata 1� D g 2 2m smiteLat Cite dada Ian 2da MUM,Yeral- IaD Cornett EflaenEAL Veddwdb, Validated As ti FSC Apotand Awn mm Yarsen MYldisigRt Ilalaast Esainue4Ll� Validated By V,11dabod Subralmd PWApMmrM Apptalad AM& 1)rae version McMdnbtnt Carded Elepaa Validated By YMaaed AWRIWd FM Agrs1Rl Aaoroved Alma LM vare ikmdK&m Corded Ein iOfM#LkdmM Validated av Vilidled Bob FRICA-s! Approved dhhs Revision 2017 Cbpry Bugtlkp Product Company Mod VAWrlisld Intabic Tooting Services NA, Gary Pkwtdv 712mll, O5flow17 12I0=17 Approved Revision 2017 Cbpay, Su sling Products Company Mad Weld Inerlsk Tosdag Sarviose NA, Gary PrusMar 112912017 08/102017 12J062017 Approved Revision 2017 MI Windows and Doors Cabigcry: Exterior Doors Subcategory: Sliding Exterior Door Asoambwes Complanee Melhpd: Evskdtlon Ripon from a Bent Ettinger Luis Robert Lamas Steven M. Udch, PE (717) 3 5-M PE•02514 (7M 3174KU hsMbpntimixd.can O8/132017 osil12017 08115=17 101102017 Approved Revision 2017 MI VAndows and Doors cab➢aExteriorDoom ShbChpySitp Exterior DwAesernb3aa ReportAram a MWed: Ewct Bm t SMh2w Luis Roberto Lames Sewn M. Urkh, PE. (77365,MW P582511 (717)317.8454 beapf*,hrdam 08/13/2017 08/11=17 08115f2017 10/1I 2017 Approved category: Exterior Doom &,bcaegry: Sectional Exterior Doores Coa+Paa¢eMAM:CertlSkstionMarkorLiep (513) 7704M Inc (513) 519-0586 rmvaser&aid®dopeY.rtrr "B2n4U Products Cobpory: Exterior Doom aube.eegay: Sadoml Eztertor DoaAesernbes Coapwan,ce MO, Certification WdwLWbp (513) 770-OW Ire. (513) 5198588 .corm � as � Florida Registered!Architect or a Ucaceed Florida Fiord Ro or a stenedl Architect or a Licensed FlorWa FL1152794121 Products Cz Profession Eglneer Probssloml Aporovedfor llae Agwimodforitse lfapal,i Design QUIM Assurance Aperwedfw Use Apt IMtlFi Irian agin12aiPmg" FL016=41M Products Ago.! Prod m Meda. xu eer a xeme Ift HVHz outs" HVHZ lStlonirs PJauurs deal P M lSSR Sneers PDaMIrs 37 097 WB-09 PAN-2Ft51: 84A, 94, 73, 79,1500,190, 76, Steel Pan (min. 25 pro.) Singb•Csr (up to 9V wkle) 08212= No Yes No +30 PSFI.32 63 063 W&I6 PAN-2F153: ful& 94, 73, 75, ISM, 190, 4RST, Seel Pon (min. 26 ga) Oouab�Car rYr to 16'0' 05212028 No Yes No +3D PSF/,W Aga Product Model. Number a Nana 0-M Ansgoved W!!M Anpeoved for Use IWSQIz oLftw !Z MMO Resistant 218M Faaegrs AgaPrixhartillocloLlkwolsororliame OLidN Assomonas PmdLCtowAoum Contract Excoriation Aparoved foryy ARermlad-f r Use In OubkbHVHZ lrsonM Restated Iadg Pressure 7601, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 55.480, 42e, 555, GOSS. OD59V, GRBS, GROSV, ARSE, ARSSV, WINDCODE&0174; W& Goo" Door PSF 4RSF, SRST, 6RSF, 46, 42, 65.488, 428, SIBS, GDSS, ODSSV, GR58, GRSSV, AR58, ARILS•V, ED55, EDSSV wide) WINDCODE&111174; WV5 Geroge Door PSF 1 SERIES 42DAUJMINLIM SW SERIES 420 ALUMINUM! SOD OXO 12/312018 No Yes No WA 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XO, XX 12/3112018 No Yes No WA EDSS• ED58V 145-3N&quotxW&quot NON -REINFORCED 98&quotx8o6guot NONJtdNFORCED 0 Florida Department of Business & ProftFealortal Regulation Building Codes and Standards Product Approval Application Dealt Pep, m, 1/5rm18 Florida Departrnent Of BUSIn8e8 &Professional Regulation Building Codes and Standards Product Approval Application Debit P.g., a+ t srm+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pqa I or 115=8 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peas, m l 1f5/mle g - CU fullavAl FLM14tn F1J116374o "7429-112 220 m m ltwen Revision 2017 luau MI Windows and fkore Cabaory: Exterior Doom Subcategory: Sadbg Exterior DoorAssembiies Compliace Method: Ewkwgon Ripon from a ltftllhla[ 42wo Eopen[a Llama Yale( Brentswinger Luis Roberto Lames Steve n M. Urkh, PE (717) 365.3300 PE-02514 (717) 3,7-0/54 bNRngeFQmlwd.com gMa p mgmumm validated AiIhrsAIW 11g.AowovW 0a+132017 08111/2017 0B 152017 211 ApDmwd 10't0IP077 Ali" Approved Seale m m version Revision 2017 Maw POT Industries Exterior Doan BubCobgory:9Mip Exterior Dow Aeesmbwee Subcategory: Compliance- cae0cation Mad Or Uslkp EMIhUK SdnN9t EoModtallathes, ValmMatl el Dean Ruad MiamW)ade SCCO - CER MlamFDsde SCCO - VAL dr ar 486-0t00 (76t0 3152690 druanih@pptlrdusbbe.cam Iatt 20 2MLbUAM YMldaed Aakeided P1QAMmvrM 12I20I il' 11282017 CMa Aparowd 122M17 AIWe Approved cto LM version ReaWat 2017 bed CURRIES OlvlabDO n of AA, Inc Category. Exterior Doors &uthCaOcpory: Exterior Door Components Compliance Maawd: Cerittk'ation Mork or Listing EMeLor Context Engineer! License Va dW.d By DsdicDow UL L LC Ted Berman. PE (841) 494-2844 (305) 868-4707 tlew.dedk@asesabby.ce m Cali iae DAMP& hw YaM9MW dsmMlded FMCAtra[w.W 11aOwl 7 1028/2017 Zee Apt 12/0&WI7 AahR Approved Slight erne version Revision 2017 l MI Windows and Dom Cabpwy: Windows Subcategory: Smpb Hung Compliance Method: CeNftesti Mad or Listing Entelac Ermergimir iJLkense vaM.tsd av Rant Singer American Archwecawl Steven M. Udcn, PE (717) 3615 3= Manufacturers Association (717) 317-8464 twNbperQmiwd.cem Ise 20 Ya wmw st&MMW 12aM17 12I132a17 bataPmlm Ise I= Agroval Aplirorsd AtbR Vsklow g - Florida Registered Architect or a Licensed Florida FLa11es74tl Product "741INU Products Professional Ember PLa2&+4120 Products Agwaved ftr Use Annroved Fx Use Approved M ltsa Amonmod for that ifew onion Guests, Aesumunce Anwaytil for Apwared for Use lisaw Denim Aga P In HVHz oubids Irs� SUYers Doom.IG P[ a SOD4570 (Large MbNle Impact) Quallbl Assuinimea Vinyl 8 pU �yes Yes IMam Yes IatiM! WA Rapt 1 W7, 707, 727, 747, end 847 Single and Pairs of Doors E�Rt!»n Fuwh, Glazed, and Louvered sDpb and pairs of 12131=5 hollow MOW door. 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Aparoved for Use hlStiS Outside HIM 0lf0U2078 kIRld Aareept Approved 2WM PJaaaprs RevWce 2011 FL024341120 Products Ant PGT Industries Category: Windows Sotn Mg Feed ComplOYnes Mstrwd: CsMSwtlar beak or LkgNp Dean Rued M(amFDotls BCCO - CER MbmFDede 8CC0 - VAL (941)486-MOO (78a) 316.2580 drueM@ppdntluebies.eom Co b d Expirsdon 00, 1220/2017 1210B/2017 ,for Use Approved addA6 gutblfttrAm 12126=17 for Use bong Bohm Approved awan preen e O Aapt Amroved for Ilea In HVHZ dalwdeHIM b@oloi Rapt DWIM PJangn Alot Product Us", Now- Kam Quality Assistance Aperoved to, Use AoerovedFor ties InHVHZ OutlookJJVNZ hoped BKMM Doom Pranlln 1 185 PW 73 x 721nalaled Glass 041034018 No Yes No +80/-00 9 RM-Wil "I" mum bead) Vinyl Flood Window 0440I2020 Yes Yes Yes WA Cz < 85 085 WB-09 PAN-2F75& 73, 75, 84A, 94, 4Z 48, 42B, 488. Seel Pon (min. 26 pro.) Singlo-Cor (up to 9.0• wee) 06/212028 No Yes No +W PSF/42 102 102 W5-16 PAK-2FIW 73, 75, 84A, 94, 42, 48.428.480. Steel Pan (min, 25 ga.) 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Walter 1 W1812017 10/ow"17 10212017 Approved Revision 2017 Global Protection Product., I.I.C. Tam Robinson WalW A. TM Jr., P.E. John W. Knwvich, PE 09105=17 081312M7 09/112017 12/122017 Approved Caragory: Roofing (002) 289-228e somoll s U.C. (206) 854-0161) shuft. (q) 6 PE-44167 (954) 772-5n4 RooTuba Mamae)emmebt@borsl,co SCategory: UDCW9orN: Storm P.ner 0 1. CoCompliancy: Compliance Mewled: d: Evaluation Report from in Compliance Method: Evauation Report from a Compliance Product Evaluation EMI* Registered ArcoKed or a Lkm wsd Florida Prorenrnal Engineer aw Prelim Model Number orNo- AgWgled for.Use Anom diattim P BsIn HVHZ B>W" HVHZ know Betlpp dWIWd Piwuo. 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Number or Nelms 1 nW SMAyin Higher Strength IN &arrip; S) FLn797JM Bede BM ihntlon Nifififfifilifigifififia Review 2017 WTek Industries, IM Category: Structural Compomnb SubCmhpay: Truss Prins Conrplianea Method: Evaluation Repot from ■ Proof Evaluation Endly P11121974M Products, Baal Prod dMeeW.Numbw«Mama 1 MISSHS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop of 1/srm18 EMmLor Beta !bk BWPWam Bole Contact Emkai&LJ- Vamdmm MOW EIIhg9Nd FBCA9atmrtl AWhmd 4N11a 8mri Laver ICC Evaluation Service, LLC Willem M. Ronbrt PE OW1912017 091072017 0=12017 Approved (547) 9184473 (407) 881-1917 slawr@atplaeihv.com Aooeyed for U" Approved Im Lee Mold Bd)Wa P ID2fl21i Out" HlAIi goobftnt fYe. N Maw Connecter Ph" 12J311= Yee Y" WA WA Florida Department of Business & Professional Regulation Pap i d f Building Codes and Standards irala Product Approval Application Detail Entiftor BW BW Daft Penalties 21k Contact BrAhowaLtryaedatadBy VaIWaW Submitted FFBCAppeWl Approved ;lhh4B David Wart ICC evsWeton Service, LLC Icc Evaluation Service, 1 W19/2017 101912017 1=22017 Approved (314)851-7480 U.C. d infrom9.am (205) 590.8800 CkwUh, AglOpp! ADDMVW.Ntmm Approved for Um listed RUIpp Product Illowearlotion CMUMEAmUonDWA t9lOAId 4tBa1,511, i /gfmtmnt Pressure 16 go. super high stnn6M Wet connector plate 011012023 Yee Yee WA WA F1l1P� mm Ymign Naggliatififfig R-Mm 2017 rnry au" Components Group Inc Category: Shucift" ComporrMs SubCargia : Truss Plain Conpftai Modhod: Evaluation Report from a Product Evaluation Entity BetA 2 nW 9CG/Abine Hinge Pitts Florida Department of Business & Professional Regulation Page / o Building Codes and Standards 1/9A Product Approval Application Detail Entity a 21M BW od@PWNRm 201 cooled EaId0 A 1.1- Ya&d ®t YamMW Sub Nbd FW AoINGind Approved AWN liked Lewis ICC Ewluatbn Service, LLC WROM M. Ranieri. PE 091192017 09007/2017 =12017 Approved (647) 9184473 (407) (1 1-1917 slerrQalpineco.00m 91WmtAruranm Actemined for Um Appamredg[We haw BWpp Product k ti191Z Resistant Pnewe Maw Connector Plats 12131rb= Y" Ya WA WA Florida Department of Business & Professional Regulation Pap 1 d 1 Building Codes and Standards t=le Product Approval Application Detail R.aM97.R6 BWk Slower BW gals BWPmdm BW Ives )Cecag1L f EmlloetELLggg VandandBy VW mbd BWMM FDOApptdoa Approved EWa Rwrton 2017 Mask Indueboo, Inc. David Wort ICC Evaluation Service, LLC ICC Evaluation service, 1 W10V2017 10119=17 1022/20/7 Approved CMefill Structural Components (314) 851.7480 U.C. subcategory: Tnrs Phase dwertArali.com (20r) 599-MM Compliance Method: Evakutlon Report earn a Product Evatu Io. Entity F421l74M Pradueb Ang[ovedfor Un Accounted .for !N! Im9WL 2MM Eta! Model. Number or NomeP dniknctntmdamAnlwnpAbIp1mS Cab" HVHZ Rsskb Pressure 2 hw116 16 go, sun connector phle 01101r= Ya Y" WA WA "50764M 22111111 TAN mantpa Immldifigilm Revision 2017 Global Protection Products, LLC. category: Shutters StrDCabnoy: Storm Panels Canptlonce Method: Evaluation Report from a Florida Rogwersd Architect or a Licenad Florida Professional! Engineer FLa1607a.R6 Produate AMA Product Ma 1N. Nunhe or Kam 2 24 Gage Golvantze6 Staff Storm PanelsRR1VHZ Florida Department of Business & Professional Regulation Page 1 er 1 Building Codes and Standards 1/112016 Product Approval Application Detail EagLa BW 20 DabPmWlm Bak Salad Validated sit YlAOad E114maiW MAppmra A-mved AN& Tin Robinson Walter A. Tall Jr., P.E. John W. Knalawcth, PE 0911061 OWBi 2017 Wiliam? 1211220117 Approved ('964) 641114M5 PE-44167 (954) rr2-6224 Bm.robfruon®pppentcam fMOLAtlrOpra Asoomdfar U- App[mtWfor ti" umm Blum P[>idydDO Data IaH>?lZ ouwo ltidi Rnisbm PmMat Competed G"fifted shed Sion Pair roMisd 121312019 No Yee Yea WA or not by Inds to provide hurricane prmocoon. Florida Department of Business & Professional Regulation Plop+ d i Building Codes and Standards +152018 Product Approval Application Detail P3alAlP� Q501 Enfta Bak Beg BW.lgodm Beta mm V-im numb Cooled EndWerIU- Vidd.lIN MOW AWMN d FOCAppelra Amrmea filaLe Revision 2017 rrw Buptlhg Compotsme Group Irm Stuart Le" ICC Evaluation Service, LLC WMern M. Ranlon, PE MIMO17 09g72617 OW212017 Approved Category: Structural Com tonems (647) 9164473 (407) 681.1917 Subcategory: Truce Plates arwrNalpateKw.wm Complrna Matl , : Evatuation Report from a Product Evetuatlon Errs* FL119ee•RB Prodrrete Quaft Assurance ApprofiffedforUse Approved for 090 229k0 Egg Product Model. Number cir Nam Product 1, HOC Ou W HYM !gam fitegca 3 ITW SCOlA"M Trutt" Mow Connector Phis 12/31rim year Yes WA WA FL121l7.Ra Bed! Ives Version IY Revision 2017 Mnek Industries, ho. Colopcy: structural Components BubcaMpay: TIM plain Compliance Medrod: Evaluation Report from a Product Ev&WAW EMI* rt12dn4M Prodrrh iNaB ProductM«W. NumbeaNam, 3 Mrji Bomb Cdhk Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 d 1 iMdt8 Enter at BW BW BJNPandlm DJk contact EnobmrAlJeifififiree, vasd.rd Br ma lobed Submitted FBC Approved Approved IItlm Davlo Wed Kx Evaluation Servloe, LLC ICC Evaluation Service, 10119=17 10/19W17 1022r2017 Approved (314)951-7480 LLC. duartalmli.com (205) 599.9800 cooler AIBL _ ARprared kr Um Approved. for 111- Intatd Raw Product Damorhation Contract Excitation Deft InBfdAdfL!ice PLssue 18 ga. high strength truss connector plats 01/012023 Yee Yee WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 d f iffii Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap 1 Of I Iffli Florida Department of Business & Professional Regulation Plop 1 d f Building Codes and Standards f om$ Product Approval Application Detail Ft12fe4t& SrWit Entire BW BW Dab Pending Bak FLMV4M Seale EdInL9r Bat 1Wt BW f3 R t Editrs[ BW BW Dow PONWW BW mm rioMn maggifillim Cooled Enab ttauW ydwlbdev mind" %bow FWAteelul Apptoad Ekha >See lfmNa meadiffigifififia S4aed lmine[i.Li- vatMredev 3NMod Eubntftd FW-ADWMW Aoa®rW Abu Ilea Vacation aemdtdial Coined Eedin-a La- 30dau v Mow 8uhmtlNd FOOAfemvul Approved Am& Revision 2017 Mi Industrial, Inc DOW 14lsrt ICC Evaluation So nice, LLC ICC Evakrllon sarvia, 101192017 10/19=17 10122*017 Approved RsvWon 2017 Weyerhaeuser Rob BaMwh 100 Evaluation Service, LLC James A. Rothman, P.E. 082=17 05r2=17 0711=17 Approved RWWM 2017 Weyedteeuser Rob BskAvh ICC Evolualon Service, LLC Jamal A. Rothman, P.E. 06222017 051 07/032017 Approved Category: structural Components, (314) $61-7480 LLC. Category: Structural Comfoonema (253) 924-6476 (608) 8Wl344 Category. Structural Components (253) 924-6478 ) 8uloCabgory: Teal Plates dworemii.com (205) 59OL-M SumCabpary: Engreared Lumber Ra.Batdwineweyema Md Subcategory: Engineered RobaRBaldwlnQweyaha Complhna Method; Evaluation Report from a Campliame Method: Evaloation Report from a euaer.com Complhna Method: Evaluation Report ecm a euac.00m Product Evaluation Entity $ Product Evaluation Entity Product Evaluation Env* Flaa627#t Produab Inn ProductUpOl. Numberallame gmww.atilf>OW Aborovedto, Use, AMaivedfor UM product ps,.dndw Contract Exobadm Dab I6LISRK oubms IM= Bubo Jet Pienle hat Product MmkLNumber orName gu&Ag)ptpa Aoarovadfor Use Appelledfor lk! ProductOoNGdoUm contract libuilrellon Oft InHVII Old" HQS IMppd )bekn R.Obbflt pi Eead Product Model. Number cir Kam gomLaumm Approved for ties Auctioned! .for U" know Blapp P In1BQS Oultaide Hni RN pi 6 MT20HS ZD 98. high Wanpm bun contractor Pws 0//0111=1 Ya Yee WA WA 1 Mkrohm LVL LaminWd Veneer Lumber 03031=19 No Ya WA WA 2 Pombm PSI Parallel Strand Lumber 031312019 No Yas WA WA FLM274t8 Sm .Duet Yin IIwIIflatuo[ Revlslon 2011 VloyeMasuser Cabpory: Structural Camponsms SubCsogi Engineered Lumber Caeptlena Method: Evaluation Report from a Product EvWMlon Entity FtAW4tt Pmdrrh $get Product MadeL Numirr«Nonr 4 TJ Rim Bard Bt>l�HSQ Beds Iyte Yldypp agglifiGNIN Revrlon 2017 CAST-CRETE USA, me Category: Structural Components 8ubCalegoy: Products Introduced al a Result of NOW Technology CompKa Mchod: C.MkWon Mark or Llsting FUl"1g Produar tea!Product Model. Number cir N- 1 Higih Strength Concrete Lkder Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pwlofl II 11501 Entity BW BW B Im Bak Canted EnalopprfiUMN YamaledEK YakWd AWM W FOCAgaroya Applmed Etta Rob Seldom ICC Evaluation Service, LLC James A. Rothman, P.E. 0&*=17 0812020/7 07103,2017 Approved (253) 924-6476 (lam 839-1344 Robart.Beldwih®weyeds oulua m Cottager A-- Approved lorU s Approved for Loui Imppd 21wm Product C mnHYtii oubalb A(Hi llltdWca Pngtnt Stuot.rl Compile Lumber or Oriented attend 03/3112019 NO Yea WA WA bard Rim Board Florida Department of Business & Professional Regulation PaP I d I Building Codes and Standards &node Product Approval Application Detail Entw BW gW J on BW G4ffied Engineer Lip! validated Sy Yakael Submitted FWAaprglel Aim mmeaa Craig partmo N5sm4Dade 13000-CER MrmFDIM 13000-VAL 11/142017 Ia1212017 11212017 Approved (813) 6214641 (78a) 31&2590 W ardrno@marorete.corn mrlhv At1unifiniso AadotW..for U" eppmred(WU" b" BeWn P b.tAQii Ocftkb iltli f Protestant 4, 6, 8, and 12 Inch wile bar 091112018 Yee Yee WA WA Florida Department of Business & Professional Regulation pap I of I Building Codes and Standards Irerzofe Product Approval Application Detail FLM274t4 rroda Entity Ink )bin BWPgam Bad TYg! 7llntlpp lkoL� EmlmeCiLicang vallmmdehr YdWYld EuWIpW FIISe.Activated AppntYW $Ytia Revision 2017 Inrysdhesuser Rob Bakker ICC Evaluation service, LLC Jame A. Rothman, P.E. 08222017 0620=7 071032D17 Approved CaNpory: Structural Components (253) 924.8476 (WO) M-1344 Subcategory: Engineered Lumber Robert9ekwblewayeme Coffog a Method: Evaluation Report from a eualr.c m Product Evaluation Entity H1a827At Pnadra:h 90BLAUMM Ajacroved for Um Aceiroveal for U- HMO no" AW Product Modal Number or Nome Product 0,,dodw contract Extokellon Dab In OLftkb &WIM praeume 5 Weyerfteeuse Rem Board oriented should Sound Rim Board 03/312019 No Ya WA WA Florida Department of Business & Professional Regulation P.P l d l Building Codes and Standards 1P✓2018 Product Approval Application Detail FL117f44M Steed! Entity a Bap Bea Dole, Pend lbk Mina Valued. jifififififililgim contact Eaoodinger, A LdN!ffi ri 11111( YtlOWd EutppltmW FffieApp A9groted Attila Revrlon 2017 Commercial Concrete Prconcts,lrw, Robert t1Ma THUY H. HUYNH John Hoy 1 W142017 10113=7 lor=017 12/1212017 Approved Category: 9ehrmaal Components (813) 96&3707 PE-60122 (352) 5"11 pubCabpoy: Products Introduced a a Result of pncasbator@Yahoo.com Mew Technology Camplla mica Method: Evaluation Report from a Plorra Roin I Archned or Licensed Florida Professional Engineer FI/1774416 Produete Quaft Assurance Anoroved IN Lin Appr>UVWfor YW pat onion ba Product Model. Number or Nam Floduct DowdoUm Con&AdExohldonDob In.HVHz outside HVHZ Resident p� 1 Qusalr Precast or Commercial Concrete Produce placed and Preetren" Concrete Linter Odrl&2024 No Y" WA WA Florida Department of Business & Professional Regulation Pagel d2 Building Codes and Standards 128/2018 Product Approval Application Detail Code Erdltv or Data Core Date Pondinif Data IYB.@ VOM10h Manufacturer Contact Enclneer & License VNldated By Validated Submitted FBC Approval A myod Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/10/2017 10/172017 12/122017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roofing info@gulfcoadsupply.com Compliance Method: Evaluation Report from a Ronde Registered Architect a a Licensed Florida Professional Engineer - L8'1166'1-ri3'Rr eluefs,` Quality Assuance � A roved far U e Approved for Usa Impact Dealers 22.111 Product Model. Number or Name Predud Desalotlon Contract Exolration Date in HVHZ outside HVHZ Reatstant Pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 041122024 No Yes NIA +evil! over 15132&qud; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Guff Lok 16&qud; Wide 041122024 No Yes N/A -NIA/ Roof Panel over 15/32&qud; Plywood A16.OPSF 3 1&qud; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/AF-131.OPS over 15/32&qud; Plywood 4 1&qud; 24ga. VersaLoc 1&qud; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/12/1024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&qud; VerseLec .032&qud; Aluminum 1&qud; VwwLoe min .032&qud; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quoin Plywood -101.OPSF 6 1,5&quot 24ga, Gull Snap 1.5&qud; Gulf Snap 24p, 16&qud; Wide Rod 04/122024 Yes Yes NIA +N/A1 Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&qud; 24ga. Ve-Loc 1.5&quot; Ve Loc min 2498. 18&qud; wide Roof 04112/2024 Yes Yes N/A +NIA/ Panel over 15M2&qud; Plywood -123.5PSF 8 2&qud; 24ga. MegaLoc Mn 24 Ga. 2&qud; MegaLoc 18&qud; wide Rod 04/122024 No Yes N/A +N/Ate Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 1 B&quot; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Mn 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AF93.5PSF over ix4 Wood Purlins over 15/32&qud; Plywood 11 24 Ge. Gulf Seem Mn 24 Ga. Gulf Seem, 1 3M&qUd; Snap Lock, 04/122024 No Yes N/A -NIA/ 18&qud; Wide Roof Panel over IW2&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 28 Ga. 5V Crimp Rod Panel over 15132&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +NIA!-131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/12/2024 No Yes N/A +N/A/ Purlins over 15/32&quoin Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 28 Ga. Gulf Lok 16&quot Wide Rod Panel over 04/122024 Yes Yes NIA +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quota Wide Roof Panel war W122024 No Yes N/A +N/A/-63.5PSF 15/32&quot; Plywood 17 26 Ga. G0fPBR Mn 26 Ga. Guff PBR Rod Panel war 15r32&qud; 04/122024 No Yes WA +N/A1 Plywood -154.7PSF F11 tied! mm V-bn mYoilhgem Revision 2017 Al American Shuaen and flees Callogu : ahulhrs Subealam: Starr Panels Compliance Mewed: Evoluatbn Report from a Florida ReOrtered Architect or a Licensed Florida Professional Entermr P1117Ml.R1 Produrde 1121.11 1 229A slump; 2499 Golvandiad Steal Storm Penal Florida Department of Business & Professional Repletion Building Codes and Standards Product Approval Application Detail Pop l oft 1/5=16 Eakrdr BW BW BW.PWam BW Se>?It ymudim l milim Submitted PiCi.Ammlal Armed EWia MOr Sarbrd Rank L Bernardo, P.E Troy Brrmp, P.E 10202017 Raalppiy (561) 712.9882 PE-0046W (954) 947.OSW maeb&WWneriw mhotte n txrn AppminedFar Use Ausaraved.for .Uu anal )balm PrssaldDab In ISAS Citable Ridt Persuca 22ge damp; 249a Gslvanteed Steel Stan Pacer 121312018 No Yee Yee WA Florida Department of Business & Professional Regulation Pop f er! Building Codes and Standards 1/542018 Product Approval Application Dehti t 980 Bt. tied! Eaft a BIN Bat BW MaR mention Igntfactuo r Contact Enw-ALLtam vrmardar MOW Submitted MApp[ma AgoraveLL $Musa RMMM 2017 r11N Building Components Group he ShAd LA" ICC Evaluetlar Service, LLC Walem M. Ranked PE OW1W2017 090072017 0921/2017 Approved Category: Structural Conlpomrhb (847) 9184473 (407) BBt-1917 Subcategory: Trues P1ahs fill-rhocaplaeKw.com CumPience, Method; Evaluation Report from a Product Evaluation En* FLN999R6 Prodoete Angroved for Usur Aboriginal Far Use ilnotd Damon Ant Contract Expiration Dift In Sh14MetiVHZ 1 Pinfiefo9a 4 rTW BCGAlplrr Waft Meld Connector Plate 12J312022 Yee Yes WA WA Florida Department of Business & Professional Regulation Pop I off Building Codes and Standards 1050:2018 Product Approval Application Detail tmia4m Sgsk Ed>dbb BW 2W DmPeredim BW IYdt Version, aWlWfke[yaLthdwBy ICakaW fWtimBW F9ScApp[ma Approved Saba RUMM 2017 MRek iadustres, tea Davkl Wert ICC Evaluatioiol Seri LLC ICC Evaluation Service, 10119/2017 10/192017 1022/m17 Approved Gatepory: Structural Componerte (314) 851-7480 U.C. CuwCehp«y: T." Pima dvratfdm lcom (205) 5994600 Compliance Method: Evaluation Report from a Product Evaluation Entity ` FL/21/74tl Prodmte . QueftAgLmra Aoot Wu AapronLedfixtin Buka ANA ProductMalsl.Number«Nonr Product Calearl Cor&MExdndMDMIin BYtadagm tiMNgLa Pnttge. 4 Mf2D 20 go. Dual connector pica 01/012023 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe l d t il5=18 FLs W4t$ &Sit ELdihcsr QW BW DOWPgtlim BW IYnt )nail. Naguladifills Contact Emlouii.Nan t vaeeredev mad" fWnesOW FBcdggntlW Approved EeWa Revision 2017 VVeyemawc Rob Saloom IGO Evaluation service, LLC James A. RaUman, P.E. 061=17 0821=17 07/032D17 Approved Cahpory: sordural Components (263) 924-6476 (608) 830A344 Subcategory: Engineered Lumber Robed.Barwtn@xayerha Compthnce Method. Eveluitlon Report from a euear.com Product Evaluation Emgy amf Product Model. Number«Nome AppIn HVHZ OLftkbtwm fkaWa PZMEM 3 TrlberStrcrd LSL Lartinartl strand Lumber 031312019 No Yee WA WA launch 0,111,11, Sea p Product Mudd. Number « Name 18 26 Ga. Gu11PBR 19 26 Ga. GulfPBR 20 26 Ga. GUNPBR 21 26 Ga. Gu1821b 22 26 Ga. GuhRib 23 26 Ga. GulfRib 24 26 Ga. GUIiRib 25 29 Ga. GUIfRib 26 29 Ga. GulfRlb 27 29 Ge. Gu11Rib 28 29 Ge. GN1Rib Search Criteria Code Version: 2017 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Empty Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description Min 26 Ga. Gulfi Rod Panel over 1x4 Wood Purlins over 15/32& ud; Plywood 4 Y Min 26 Go. GUIPBR over 15132&quot; Plywood Min 28 Ga. GUIfPBR wer 1x4 Wood Pudlns over 15J32&qud; Plywood Min 26 Ga. GUlfRlb over 1x4 Wood Pudins war 15/32&qud; Plywood Min 26 Ga. GuffRib over 15/32&qud; Plywood Min 28 Ga. GUIfRib over 151 Plywood Min 26 Ge. GUIfRIb over ix4 Wootl Wrlins over 15132&qud; Plywood Min 29 Ga. GultRib over 1x4 Wood Purlins over f5132&quot; Plywood Min 29 Ga, GuI1Rib over 15/32&qud; Plywood Min 29 Ga. GulfRib over 1x4 Wood Purlins war 7/16&ad; O.S.B. Min 29 Ga. Gu11Rib over 7/16&qud; O.S.B. FL 9: 11651 Product Manufacturer. ALL Subcategory: ALL Compfi n Method: ALL Product Model, Number or Name; ALL Approved for use In NVHZ: ALL Impact Resistant: ALL Date From: ALL Page 2 of 2 328/2018 Quality Assurance Contract Exolntlpn Date Approved for Use In HVHZ Approved for Use Outslde HVHZ Impact Resistant o"Imin Pressure 04/122024 Yes Yes N/A -NIA/ -151.7PSF 04/122024 Yes Yes N/A +N/A/ -154.7PSF 04/122024 No Yes N/A -NIA/ -15f.7PSF 04/122024 No Yes N/A +N/Ate -184.2PSF 04/122024 No Yes N/A +N/Ate -159.2PSF 04/122024 Yes Yes N/A +N/A/ 04/122024 Yes Yes N/A }159.2PSF N/A! -164.2PSF 04/122024 No Yes N/A +N/A/ -123.5PSF 04/122024 No Yes N/A +N/A/ -146.OPSF 04/122024 No Yes N/A +N/A/ .10f.OPSF 04/122024 No Yes N/A +N/A/ -116.OPSF -e--a N N N 0� V� U L a) C:)- � O C .� ca U ­0n cn O O C O O ^^,, W O E U_ O ._ -0 U _0 0 �� /� VJ PA 1.3 21c,en� rk 0 ,.: ,,_, - ., —._. -111 I0 _� Llll'h iL.: 1�H4 ,dlll.il�ll Ili �.l IL.:Jti,1711vi: Eli,a.; ili4k' :��.f :_., z3k - 9i�iI�214i.;4i1�111'6�-4N�i.S�tilYu�.ti �W _. k_ -: �LA@�aTalbclY._llitiYz�IF.�unt �6ip'[JO�.BiE`..