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HomeMy WebLinkAbout3251 Lytton Hall Dr*41 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT, Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL orinsul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewali SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V. L. Versalam DW or R.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXT orExt. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL VVUKK SHALL COMPLY WITH PREVAILING I NAT19NAL ELECTRIC CODE, - MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 000 Jy 0l1�Vi� 2, Cn _ O z�z Q J V) C9 QJ (Drain w .V Orlww `� I— E o 0 m �-E - g N M -coo 2 _ e; °� 6=04 U < �LL00 Q o rn o 0 8. y M ¢ d Al NCBD,C .,,....- N D 44 O n III O O N O Z Z W c7N�Z w Z I r C, Y. N LL tit a,.. a LN teWJ inz x ,a r e� .FRD$$NG. �� 'a�awau �(J as To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z Lu Za a r F- w¢�[r a0 H U. Z Z =0 Z a�J .—.F �ao LU a Q w w w Z ZZ L � z I� a LL `J �y. CLUE cu F o T•• > i O J w O 1� Ott,,II O Zo r- `1 r— o J Mo5 w5"cma U K O N Z¢za u <¢ S0 z 2 z w Lr� W _ ��< t !j o J Z F L w Z Z Z z aza m � r Q� W _ �Z a o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. C S O A O H.B. S3 EGRESS EGRESS 20 _ ----- O O 36 - b°' --- N as 16 �s8 Pff�� 2'- 10'-4" " 1 0'-�2 mI o � 2'-4' j FIBERGLASSop o0 i SURROUND NR I M a AC PAD \ ' \ \ IcW \ °° TYP @ 1 STORY NG N 1 I � B 5 1 . 2„ o o T O PATIO \ CAFE 8'-0" CLG. CARPET - I q 13, N 0 N Q \ OPT. REF. I zo ; I BEDROOM 80 CLG. I CARPET j BEDROOM 3 8 -0 CLG. 2 CARPET o I ' �o Y o 17 �I BEDROOM 4� 8 -0 CLG. CARPET rn 0 "'w _ r TI ESI Kwl ISP „ I D.W. I o o I I �O C-=-J -----___� ---�_- - ILE zo w U) 0 N �� z I�yo `5 `L -- 5068 B.F. 4068 B.F. 4'-0" 11'-7$'1 8'-8" 5'-4" 14'-6" 5'-4 7'-6" y 6'-10" 4'-7" N IN r100 - - - - - - - - - - - - - - - N 2668 M R&S 2668 r co 171W I r - - - - -R&S - - - - HDR AT T-4" 23'- 3'-10" 7'-8" 10'-10$" ' 0 � I ENTRY � O A A S3 TYP @ 1 STORY co FAMILY RM I 9'-4" CLG. CARPET I 4,_0" 3068 1 8'-0" CLG. o CDR.A.G. 9'-4' CL 2:12 VAULTED CLG. 1 �I 64" F AHU (4) 2x4 #2 SYP K STUDS W/USP S3 HTT4 @ BASE II x F- Ix F-I I fit• Q I I I CC D S3 S3 - - - - - - - _ I I NOTE: (SHED WALLS TO BE I FLUSH. VERIFY IN FIELD. I� I I I I I I I I I I I I I I I 8'- „C G. ''t'N ME r OPT_ D o OPT. _ I T 11 1 1 I I I (4) 2x4 #2 SYP STUDS BERG W/ USP HTT4 @ BASE SURROU - , i? 2868 Jc 00 G (V S3 I 17-0$" SS D 60"x36" SHOWER r� K ;�," S3 EDGE OF SLAB 2" `- BEYOND WALL I I O 0 O { { w I I p I x I `° I 1 I 1 I I I 17$ I 1 I I I I I to R&S _ - - - - - - - HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7 8 j I I I I j aiw 5'-3 " 8z 3' 10° -1 3'-0" w �W I N r OWNER'S SUITE 8%0" CLG. FB CARPET r� W.I.C. r 8%0" CLG. CARPET I i° I 2 CAR GARAGE 8'-0"cLG. 2'-6" BUILDER TO PROVIDE 1 1 I I 1 I 1 I - TIE I 0 - - - - R&S - - - I J O APPLIANCE W.H. _ PROTECTION WHEN REQUIRED N PER FBC I I I LT----------- I I I I I I LINE 5 SH z o r A S3 D H.B.T S3 55'-10" m 3 21 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 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 ' X 25 4 S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 50 � 18 � X 50 S.H. 15 20X63 18�X62� S.H. 16 20X72 18JX714 S.H. 1 H2 27 1 /4 X 26 26 X 25 j S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11-16 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 37 1 X 63 36 } X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 j 52 J X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 1 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as f►ammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 ( +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 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 111111111111111111MASONRY TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN Al EXT FRAME 2 x 6 R-1KRAFT FACED FLOOR FIRST CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: %4'=1 r-0" (GARAGE / LIVING) <01 C9 V z M - o 2:<0 Q J 13 t !) 0CI cn (DIMu 4--J w - OLU m E 0 m W f- N M CM co = ai U 0 O N _ " CO Lv Y rn o Y S u•, M v M ¢ o W Z C9 z N�a m w Wa�m�.N aW LL I CD a• any. ••'°•......••"•� 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 N N R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z �o i~ �o za �a Wades Uz00 U � in Z z �o�J Q 8.1 N u )O L z �-- O O_ N�....� L1_ Q O (� z �w U = r �Oo a V d C Q Z a 0 -4 S5�2 z z w +� Lr) �ao�� ; J rl W z N0<< 2P� wiz CID^ Z a 0 m Ira I � _ 0 171 ,--1 a cn s SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. 1.0 2'-8-Z4" MIRROR MIRROR 0 9 9 00 - 80 1�0! 9 OWNER'S BATH OWNER'S BATH BATH 2 9 9 CY) HOOD in Lj Ij! 9 9 9 N co DW OPT. co 9 co Z RANGE L REF. I KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS. SCALE: 1/2"=V-0" : 0 WU 00 Ot V0 :71 co —Cj to U) (n (D C—/ Uj) 0 U-J! Ln 0 C) ca ]'- LLJ a) CIA E M M co - 0 C c-> U 0 2-0 C') .1 0 0 Lo a N-C -D-C 10 C; C' co LU LU 0"! 0 S CCL) WWWF G.CQM\T C A\ 0 q F �- -- .......... (? F N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code 6th Edition, Engineei's signature and seal is only for the Structural engineering portions of the drawing pages LENNAR St, Suite 200 www.LennarTampa.com 0z 0 Lu z z U4800 Ir 0 cex Z LU 00 0 0 U Cq < 8 LU in LU z z CL E 8 > 0 x z F- � z %%..00 Ir Q0 V) D z Ui < 0 F— uj U -F -M '21 R g Ik r'j Z < C) Z =0, Z T-j 6' Wo Uj L ) Lli t� Z- 8 LU 2 'V tD F- i < z W z 8 Lu V) 0 cc) LU z 0 rn V-1 SCALE AS NOTED DATE 07/08/2019 TECH: FM VERSION No' 4nO SHEET NO. 2.0 o ¢rn -B - Residential bearing Engineer's signature an seal. (Tampa, 6pp1 ,Ni 4600 W. Cypress } P' LL o ¢rn -B - Residential bearing Engineer's signature an seal. (Tampa, 6pp1 ,Ni 4600 W. Cypress } P' LL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1'-0" ---— I -- -- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- —I—: ICI � 0 ❑EI��M i�0 o0 D�a -iJl L�] 00 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED —� °O oQ CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 12 5� 12 �5 HEEL 12 5� F4 T.O.M. ----------------- 14'-0" RIDGE VENT HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.0 (TYP.) — — — F. FL. 12 �5 FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" 2'-0" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE 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 M 0 �o z N 3 z' r% 13 C: C w �V — Ow E v I ~ N M m N W I--- p N - C - M = N p N 0RIM U 2� �s"o°Oo I CID L� le) ¢ oo Qv M< ci' B ®® N�a =Jl N N rn cfl w M ONO UMUIU) coz Lu a m 11 ! a W Q Zak%i o ca ZZ //yamy N (] ►at =. �wwIV G. U +� �RV L " F �OFE" S,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 E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ LU zn E F u) Lu z zoo O z uj : � �0LUz � J 000 UJ 04 O U �i Q LU z J Qz g z Q z a U U = W� p�z o J z O UO 0 K a U 0!LL N Z W � < d" Q¢�r< p� U W z a a � J ,�-I W Q W z U ��O IceLu fin. Z . ko^ 7��1 � z �oS CO Ck � = a z SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. 3.1 1'-0" C a 12 5� EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 ;�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1-0 TEXTURED CEME TICIOUS ol 2'-0" FINISH NON C.M.U. (TYP.) 12 5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) _ 00 co ------------------------------------------------------------------------------------------------------------------------t]----------------J----F.FL. LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior 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. 0 0 CD !P z C' 0 zCO z� n loft 111 z V) 0 C„ w _%6 C)V — O LU cl�: r- o �(_h C) �'_ m _ V C"!E C (6 M N _ O O o L.L 00 � .=5 - 7 o ¢ rn v av 0, Q 0 N N V .w rn W v. o o� c� o o ,a ` M N o0p Z w z C'� � sLLU) u5 w LU aW W y rnLL o 0, 10 z Ca f�j°' Z ,13lOPLL `i✓vs LU a �W.FU6EItIG•r•• JE (0\ �3` Q v .% �' �'•.•. F t. OFESSX /{!!�1!!!41'•\kit `\\ 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 LLJ zaa H zWa�ir O �400 �C)0� U Z Q` 0 � W apro U m Z O J zz a LLI a o LU �� ' ^ z rz d o z �W U = J Q Cr .9 . µ0i00 8 f0(5 $7 m a Ir U0 < �Ca N z<Z;� Lu < z acl< "0� z T� � CY J r--I LJ 1 0 m o w� U �~o Q z z z a o S m Q rn = QLu SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 3.2 VARIES 1'-10" 1z' CAP _ CAP 2„ ;- 1„ 2" "`NOTE: _ - iv FOAM TO BE USED 1" RADIUS ONLY WHEN ^ 1/2" RADIUS REQUIRED BY 3 1/2" RADIUS COMMUNITY rh 3/4" RADIUS a 1'-524 iv 0 - SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1„ 1„ BUILT W/ STUCCO. 1/2" RADIUS CNN1" 4" VARIES EDGE OF M� �,N 1'-0" 0 tp 1" OPENING VARIES Z o 0 o 22" VARIES z N r i2" VARIES 0- T 1 1/2" RADIUS — 4" 4„ 42, - ' 2„ 21/2" RADIUS 341" 4„ I I rn 4- 0 w -IN (D ' ( O w VARIES 12 3z' 11" 32' N Cn = $ T3" Z' 2„ 1" 1" 1" BASE BASE w e EEp M 4" 4go " 1'-8 = O o "o 4 4 — �c4? � ,-r°o M 4" U LiZib 4" Q M Q M Q O rN ' N� 1l,D•C B D. *NOTE: VARIES 8" 2" N O m N FOAM TO BE USED ONLY WHEN r ZD CA W g C, m z 6 3 REQUIRED BY �*1'-6" M N COMMUNITY 1 6„ 1„ ,o w SPECS. IF NOT, 1" OPENING VARIES 2" �` 1" 1'-4" riv LU 1- ¢ t a DETAIL TO BE 2„ 2„ `1 V o �; m 0 Z Q c d a o ZOEBUILT W/ STUCCO. 2a' t7 EDGE OF OPENING �-6 ,� W a N¢" r q a' ❑ ❑ WWW.FDSBNG.CGM - " " 1-1/2THICK 1-1/2THICK 0 0 v 4" 101, " N N S c�oo O 10" 6" co 0 21, � a v v Cc T LO - 6) IN 31I d 6" c� u) 2„ 4„ 3„ 2„ w_ _w 2 " 2„ N CC rm rn 4 d 1-1/2" THICK To the best of the Engineers knowledge, information and belief, 32 the structural plans and specifications contained within these rn 21„ drawings comply with the 2017 Florida Building Code - r � aN Residential 6th Edition. Engineers signature and seal is only for o the structural engineering portions of the drawing pages bearing .2,-4„ _ Engineers signature and seal. 1'-10" � LO 54 1, 4„ 3" I I JJ,,��II.. " L E N N A R IN '� a 00 �' I 2r c'o o a' 1„ 1 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 V1_2 VARIES VARIES www.LennarTampa.com -o = 1„ c 2 N 3 W x M Q o Z rn i • VARIES VARIES 10 I N - e w O / n 4„8„c r co 2 3.. 6" 4" 7KENE F11 0 YSTONE F11 00 uj z o 0 _ r--------- iv i i�t Q,'� AL T OPTIONAL z°50 iD i cD 1.All' o�Z J i R6' 2 4/�4 7„ �r 3„ 3„ Q E w �o a GARAGE DR. OPENING 4" 3 a rKE WINDOW OPENING 4" 4" �� LU m o " 2 NOTE: i ^�^ 0 } o • INSTALL OVER STONE, TYP. 1..1. z z • FIN. TO HAVE AL VARIES • LOOK & SMOOTH FINISH ' • FOAM/ EPS MATERIAL IS F— ACCEPTED a NOTE: 0 ,0 O Q • FIN. TO HAVE TRADITIONAL LOOK & 11 1'-6" SMOOTH FINISH a a a" 2' 1 LU o 0 0 �- 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5' a1'-12 5a' O f Y 3 _g„ 7„ iv X m y 4„ 3'-0„ 4" LU W o 1,. 10�aR¢ -9 „ 1,-4„ 10„ N N z a z a 1.o *k W C _ CO Q V OO�u r1 e CD p50 d' N z Qi WoO o Z +"I EaR� W In W r7 1„ (0J '� w �, F Lu t.O Q gWo o T - Z Z �Lo - L? $ o CO Z w J Z N CV 4 O a O SCALE : AS NOTED o I DATE : 07/08/2019 rn M ch r TECH: FM VERSION NO. o r 2 4nO 0 SHEET NO. i GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 �r rM • ACRYLIC SAND FINISH o. cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY BON TERMINATIOl' NEC 14, 250.94-/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets upper to 20 amp clos copper to WH copper to Dryer t Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) 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 DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET 1 4= I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS — 3 TRACK LIGHT ��— FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �[D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ]M ELECTRIC METER owl ELECTRIC PANEL —� DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS lT � 1 PENDANT AS / PER SPECS / 6 /CGAF E GF — TrGFI jU U L TTGFI �— I' GIN■W OMEN 1����►,i■■i■■'NI IMMINUMMUMMMMME I I �U.C. OUTLET U.C. OUTLET FOR DW ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 FAARM \ \ ROUGH -IN FOR \ \ OPT. CLG. FAN/ GHT PRE-WIRFe;�\ \ \ BEDROOM 2\\,\ Z E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE E BED OOM 3` � 1 \ �/ S.D A j I C.M VWJ S.D. _ CSD iw'�M►�■ \ o VP — — — — — — — — — — — ROUGH -IN FOR 1 OPT. CLG. FAN/ I LIGHT PRE -WIRE I OWNER'S SUITE W I.C. � 1 I I I I /------------J RECEPT. FOR ALARM SYSTEM GFI @ 44" A.F.F. ` r - - - - - - - - - - - - } i I I 1 l ! I GFI @ 44" � I A.F.F. I GFI FOR GAR. DOOM GFI I 2 CAR GARAGE I I I I I 0 ! N.H. VERIFY LOCATION IRRIGATION ELECTRICAL PANEL _ _ _ _ `—I GFI @ 44" A.F. VERIFY METER H.B. LOCATION WITH BUILDER ROUGH -IN FOR / OPT. CLG. FAN/ KbROOM PRE -WIRE M 44 ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: ,.-„o. G V CD V o z z� Q z Lnn' (D � c/), W (10a �0 w N i� C) U aCD m N W F - O� M co oom f` C ) z so O o 0 U o " co <Crn no LO0 rn ¢ 6 B D® N•c H D•c N `O N O Z gz IL z a o '� 4zl w LU N � a w LL W V a Q cE Z p m�� o Z W"Co H � LL Z .� W a fv¢M O v U O WWW.FDSENG.COM rn 0 CV 00 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com LZ Lu F- Z Wa J Lu Z z¢ 0Ujw Q a w o��o "moo n U � Z O W Z ./ J N _0 W -jW U = Cy)O LLIg� 90 1-Or- Jt f 0 n Z u, U ,2: Z ZJ¢ Fo Q Z Z *t �o�o ¢��qi J W ¢ T--I ILIJ w ( � gN Q Z WZ Z o, o Lr)U Z ll.l 2 - Z aLu � ,-i a o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4nO SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ, IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 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'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703,7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE 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. In - o U� z_M CD z�z zc cn c� C W M p •V — O W Ln 12 F- s �Ln m N W oE -- U N ch to CO N -0 _ O 'a N C)"_ 00 oD C 0 Q� o 0 �Qv rn Q o B ®® NN C i� N ,D D h N O W Z gMo�oz z° W LU Z 10 cQo �i �- cz W >a-g••••� _C) H DSENG. \N WWW.FUJ e" UJ •.•� 6 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 2001 Tampa, FL 33607 www.LennarTampa.com Oz 3� uJ za �F �z00 L o w G W U_ ^ F OuJ z r/Q/�■■ z z C: N -D J a W U Ch 1� Li K O KO O QUA 0 o �o Ir z aZa wQI- Q LZU O aW< Z z a! J Lr) l Q z OQ o O �¢z lD Z o, o 0 m r Z W J2 �W � 2 ,-I a to o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION No' 4n0 SHEET NO. 5.0 C C a 1' H.B.; 5'-10" A TYP @ 1 STORY S3 U.N.O. -10" L. 6'-0" 6'-0" 1. S-10" Z-10gj" 5'-11 •� •— •— .— . •— •-- •--- •^— •— •— •— .— .— •— •— •— •. .— •— • • •— ............... • • . • • • ... OT —r..r==r..r..r..r= � : i � : � : '.. _—� — � — -- �r O 1 � \ \ 3n I 0. 16 6-1 Cl) CIII &-3 \ \ 1/2" I \ \ SINK I DISP o LO S3 \ I - _ I I D.W. I I I :: II oo rA L \ I I L = _ _ - - _ - - - I CHASE TO ISLANLD- �� o i I TYP @ 1 — — \ - - - - - - - - - _- - _ - - - 1 1 STORY U.N. 0. STEPS AS REQUIRED PROVIDE 1 Y" RECESS \ \ CJ L - - - - - - - - - - - - J CJ OPT.: --r CJ CJ, ; FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. . , ::: , : • • • • • • : • .. .. : . CJ -1} I . ■ ; ; ; ; 10'-104" PER FIELD • • • ... MASON'S SLOPE FOR \ LOW WALLS I • • • , o CONQITJONS : WIDTH \ �12'-i0' in I \ \ 16-10" r INDICATES FILLED CELL w/ 3000 PSI \ \ \ \........... ......... ::::::::::::::::::...::::::::::::' :::" ::.::: CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE I ' ' iltW/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON SO.-0'. TOP OF CONC./ PAVER T BE 4" ' ' : ■ ■ ■ ■ ■ \ \ BELOW FIN. FLR, TYP @ ALL PLACES SHOWN \ \ LOCATION HOOKED FTG. DOWELS 5" EMBED \ 4'-0" I 4'-4" 4'-6" \ W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ PROVIDE %z' x 9" SLOPE STEEL" I \\ I RECESS FOR FRT. OOR M I L o \ \ 2'-6"x2'-6"X1'-0" FTG11' I 4" I S3 25'-10 28" \ \ 9'-512s" W/ (3) #5 E.W. 4'-4" �n 00 EO I \ \ .. .................. \ \ — — — - - - - — — — —--'cl`c` — — — ■ -1 A I CJ CJ r \ T_ v TYP @ 1 STORY 83 : \ I S3 CC I 00 U.N.O. S3 (2) #5 REBAR '- 2'-6" x 2-6" x I I ^C8 I/AHU\1 VERTICALS w/ in j • T- I iv :: : ; I 3'-5" FILLED CELL 7'-1 " W/ (3) #5'S E.W. _ F- 2'-6'x2'-6"X1'-01, o I W/ (3) #5 E.W. 3 I m I OPT. D PT. I : -3 1/2" SLOPE '-100 5'-3" 1'-10" 3-6" I O I I N I ;- � O I I • 3-1/2" MIN 3000 PSI CONC. I I ' 2' 734a 6'-5" 3'-2" ' I" cg 0) SLAB FOR HERNANDO COUNTY ONLY I I J 0o 3-1/2" MIN 2500 PSI CONC =N : ' K SLAB OVER 6 MIL VISQUEEN I M �^� I S3 o I S3 I VAPOR BARRIER ' N 35'-4" 20'-6" ■ ( I :: BUILDER TO : :: PROVIDE I 2 # ()5 REBAR I I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I WH• 00 I WHEN REQUIRED PER FBC _ -- — — ---------L' — — — +-- -------) 00 5'- 11i A S3 TYP @ 1 STORY U.N.O. 5' H.B. 7-15" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7" 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 Lfl -- � L zd C a 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 r • • �; . �;; • ;;: • �;. cont. around corner by cold •• •: • •: •: bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 00 � r Z CM _ O z CO z Qd Q r V, 0 w o Cl) U o CD N L.1.1 E MIN CD m OM oo >`LL00 C) �o Naa �a o B D® :�Jl N ti to O M N I�LU 14 Z Z W mN�z w z W Q° w — > " -E o` a &a, Q W V Z 7S Woo a °w LLZ N 'N 47.1�} . •� � �,' e . J �� a G` �,10�� 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 - Residentlal 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 ( Tampa, FL 33607 www.LennarTampa.com t06 3� z �F z o04�4�Q' FzF U ZQ ^� 1. L S 0 z Z d J z o�L,0 OUj U O OO L ^' ¢ Z ZZ } U z fin �W/ LL qq Z N 0 z 0 -p l..L w U = 0 Z o O he° Uoge� �! z ¢z w a o Z � WPYo"- u JLn Q z a_o z I.() 6 Z _ rn0 ,-1 a cn s SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4mO SHEET NO. 6.0 L%0 UPLIFT CONNECTION CROSS-REFERENCE 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 H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 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% 8-1 Od H HTT4 3610 3105 5/8" ANCH.1 18 10dx1-112 HTT4 2715 518" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH.1 26 10dx1.112" 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 HIM * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 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 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 1 2570/4345 — 130d -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 1 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-112" 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) 114" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS .1X11 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 5 555 1 -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) (+ 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 Qa 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) 2A 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 CONT (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'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: 14"=1'-0" �i iJ U Z o Z Q Z V, 0 a) cn w •U — O w c = o �� U oC) m N W pE ~ U NMcc�r� N ca M = ai °� O o N sw00 U 0 Qrn 0 Y Fz- co vat A 1 I D® N ,C� N �O N o M 00 III O N o O N Z W M U) I-- W ='� "; m, .o Z 0Mom¢ o LLca t;.. �g U E. <3 ©4 T 161'g1FrfBjY 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 o Z� taa- z WQCL� oo°a =zz w /� V a O�U-o U W {W� N L > 2 2o Y U iR Z z C: ILL. N F CJ G Er p O Y O U1'- LL 000 O OSO Wilma O ���� N Z<�� a Q o� Z Z T v, 20-2 J LLJ Q Z o 9 V S~O Z Ltd z p� V7 O m M Z :5= v, ¢g SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, installation of [Intel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AC1318 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 G1 .0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTT$ 817441B/1T8F401B/1T 8RF40013/1T 8F321B/1T FORM & GROUT SOLID d } O W �U 0 #5 BAR CONT. 8F12-1 B/1 T V LINTEL DETAIL SCALE = N.T.S. i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i J Cu w 8F16- B/1T f- Q J Z N Z tNOMINAL. r QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS c1 i precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT CID ALTERNATE POWERS IN. (i) REQ'D 4 ° CLEAR STEEL LINTEL O � d d .M.U. #5 REBAR AT TOP d ° d MIN. (1) REQ'D 4 1-1/2" CLEAR a P F1 :I, a d dt _ D e GROUT n J 4 a d 0 U OC Q C.M.U. 5 REBAR AT = N U) W _ 4 c BOTTOM OF O CO Z w LINTEL CAVITY o 8 � t~n � ` /n\ \ L —BOTTOM o ¢ Ci O ` REINFORCING ¢ a C7 00 Z 7-5/8"ACTUAL PROVIDED IN Z LL p w ci D D 40MINAL WIDTH LINTEL ¢ ' Ci 3� LNo #5 REBAR AT B( (VARIES) v~i tr a �o �, Qo AS INDICATED 4 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementltiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 5-10" LL O LINTEL PLAN SCALE: %4"=1'-0" 0 z_M 0 zCO z Q Q U) z cn � C W �o �U — O LU '— � o0 m W �EooCU _ U m c"�') c+� co a N (, � o Q LL 00 00 co rn � rn ¢ o A 1 N V o � In� 00 Z WooNo 0 � M N m z 6 <h m C W W Q 0 e E ►Avf F Lr.� • ����� �QFESa1C}t`� e�,� ��'�if9dl�t6 f 3Fti`ttl���! 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 rr UJ o za �a rz~ a �zU0 U 11 XQ Z Z i US Z Z U W RyK� J 0 00 U gZ L U Z m3 OO = J� J W ."oa I' f U (V J Z<� Lu a Q z z 2 FO 0 W Q s z W W U-) F- U ~ O < Z 7* k.o Inz z t =U''g 0 coCk g = SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL W PRESSURE W D ALTERNATIVE HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW TREATED 00 S PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8, ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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, ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . 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 WI 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 Ll240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3/4„ 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 "C" R3 FBC-R 01 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 = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS &CAVITIES BELOW GRADE WILL BE FILLED WI CONCRETE IN ALL 140 MPH + 29 .7 PSF / -39.6 PSF (END) U.N.O. 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 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. IT i THE CONTRACTORS RESPONSIBILITY T REVIEW ALL DRAWINGS BEFORE S CO O S O E A . 4. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A SUB FLOORING AND 4 3. A C S SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 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 SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 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 1�4 DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1)/ 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 MACHIINEBOLTs GALVANZEDASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / SHALL CONFORM TO: Fy ITH G90 4.5.2. SHEET METALREALACCESSORIESCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL A52 -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 LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318,1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. mB st be relrnoved be,greeztenor soi�t�eatmentar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department 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. � o � 0 (9 co 0 - o zto ff z� Q � r V ) z V^)' 0 w (D p °O w T o U �� m r L E - 8 04 a) " C: co M C',00 sgi ago O U o Z_ "- o°Oo no Q F,v rn Q o A 1 NCBDC m N N Lu 0 gN Z W 6z w U)� i- ii U_ L:: I ai � ii `o a LU V �NL Z 0 Cg a y 2� LLa m ..y' U n -' •: o� Cb ;z'' s F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ p LU ¢f WGr ooUz00 �� o�z A a � OU W W N W zzo S.. Z O � O Z LL N Q o v Z J W U _ I- �F-o Lu N U) Z¢Z'¢ Wes¢ Q 2 Z Z Ql r-1 0 o' 2 ti W Lr) �s - W 5 Y Q Q l0 rl Q Z Z LU¢z aoo m O Ck _ aUj rn ,-I a to o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO' 4v0 SHEET NO. SN CORNER OF HOME GARAGE SIDE w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + 6'-0" + + + + + + + + + + + + + + + + +. + + + + +++ +++ + + + + + + + + + + + + + + + + + + +V++ + + + + + + + + + + + o + + + + + + ++ + ++ + + + + + + + + Zo + ++++++ + + +++ + ++++++++ UJ 15/32" CDX PLYWOOD OR 7/16" OSB `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3!4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8l1.7 Wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2 x ^ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking a } 1/8" gap } FILL CELL STD. 900 HOOK BOND BEAM Cl) w CC > STD. 90° CONT, #5 CONT. #5 HOOK BAR BAR IN 11 { � #5 CONT. u FROM NDATION TOHIGHEST BOND BEAM y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4" max. I 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. 4) g Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate Zor=20 details in One 10d box areas=20 of high sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 0 0 0 5'-0" Q - `_' o STUB -OUT FOR 1 �_0r� o 0 LO GAS METER 0 o U O ~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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-$" (2)16d TOENAILS 2" X 8" @ 16" O.C. 'IT-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. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES - DO NOT cut, notch or drill flanges Boise Joist Blocking I IRP. R" N Odl nails at 6" o.r.. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000S 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d 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 BCI60se 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 SIMPS( w/ (22) NAILS 1 5!81 THRU BOLT SIMPS( w/(22)- NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rl 6�- A 1" ROUND HOLE MAY In66"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 V-0" I V-1" 1 V-2" V-2" V-3" V-3" 1 1'4" 1'-11" 1 2,-4" 1 2`-9" 3•-2" 1 3,-7" Any 16" joist 12 V-0" 2'-11" 3,-7" 4'-2" -4" Span (ft) 16 V-0" 1!-1- V 2" 1'-#V-7" 2,-0" 3,-2" 3D-10.,4!-9"5'-7" a "2C 1'-0" 1'-1 " V-2" 1'- 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 11 "91 V-0" V-1" 1'2" V- 3'-7" 4'-9" 5'-19' 7' 2" 8'-4" ,-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing. 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° . • a . • ° FOUNDATION INFO n ° a' ' ° STEM FOUNDATION J/ \ r-GRADE—ncu.rr eee nr nkr Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 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=101.5# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION A d . 0 as 1/4"-2" gapI 7 a - 2 #5 REBAR SEE FND. PLN. Backer Block A/C CHASE 4" PVC O SIZE & REINF. 'Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 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 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE Web stiffeners are not required when top required if hanger CENETERED @PIPE flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE height TYP. FND. PENETRATIONS requirements a ° a A . a SCALE: N.T.S. 0.6 X Joist III 111-1 I I-�I I I I-I�I1 I I-1 I r c depth '- ' -I I(-1 11-1 a atA I- . I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. 0 LJ (h !P a Z Ch 0 —o z�Z r 2 cn (D Q) w (D M n 0 �N 22 o U �CN m w E ® 8 m � � M aspF— =ai C CN Oo o 1, ti u-C0 ¢o m o< n cC- '0Qy M Q d ® N.C,VBDC *I � � � � N oPN gN�Z Z_ W z U_ LU Z #A �2 � ¢ Z LL rn�°^u' W Q B 111011 � � .EDSEI.COM " /yam CO N < ti° - J ®°" L O tr, 00 "�® E S s° O\A �•,� 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. 0 Al 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 W zg zz �g U460 00¢�¢� =z zz 4 W aw0� J�� W V N < M�o L LU Z O jz 0n -� Q o z O LU = J 1 , L ooa Q 0 2 ZD U 6 �o g Wm2 I— V KgQ rs w J (� `f Z�2z��} Q V a¢ux 0 �� z z � E5 20 J T—i L1 J Q � z d W LL F z o gw¢o xaz z aoS m Lt)U Ok Z g LU 2 0, a rn .--i CL to 3 SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION N0. 4nO SHEET NO. SN 1 S m �i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / IN 5/8" OR 1/2" HIGH -J 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 -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ' D • ° (2) LAYERS TYPE I OR TYPE II - . •' . ° V A q) (#15 OR #30) UNDERLAYMENT - —I m . ° ° =1 1= =1 q FOR ROOF PITCH 4:12 OR LESS. T�� � I _ o C ° • . � I I '- PRE ENGINEERED WOODI - TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH '�- -1 I-M Tr`) TRUSS (SEE UPLIFT SCHED.) W/ gI t METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIESk FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD-1-1 (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a_ NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c N At. - Z 00 6 MIL VAPOR-`/ BARRIER , p 4 • T COMP. SOILI (COMPACTED TO 95% - I =� _ MODIFIED PROCTOR 7 I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N U 4" V-8(2 STORY) DETAIL" ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 %O.H.D. RECESS z ' •a' _ •rTs a d,• , 4" - ;, SEE A/S3 OR J/S6 -'-I! 11 �l l r r 1 1 11 9 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 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. �r �r n6A 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 1" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ (U.N.0.) (OR fs GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2rr �� WWF OR FIBERMESH 0 �31/2" MIN. �31/2" MIN. 1 ELEV. -0'-31/2" z A.F.F. p ° D d ° �=II1=1IH-31/2"(min.)-4" _ ° 00 — —' I I—' �T 00 -r rrr - ° e N US, (31/2"(min.).-4'I _ ° • -�_ 31/2"(min.)-4" ( CD (2) #5 CONT. „ (2) #5 CONT. 4„ 4 1-4 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (a SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k c0 7 SCALE:3/4"=V-0" S�CUR ens' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ / 10 M%' NNNV7 INSULATION PER FBC AND ENERGY \� GON�\N FORM SUBMITTED WITH PERMIT 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 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 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"x3 1/4" 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 GRADE N o D. D z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M D :p D • FINISH GRADE 00 M 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ks41 ° D D P ° D o0 _ _ I —III —III —I I i—III—III 6 MIL VAPOR BARRIER I ° ' - I=, I I—� I I1=1T� I I1= N O° Z T #5 REINFORCING BAR R 1 7/8 o ° I i 1=1 I —III —III —III —III- Z I D• ,- f(T ��ri #5 LAP SPLICE g ° DD I—III=III—III=1I1=III—II III—i —III—III—III—III= N • D ° I I.� �' 36" MIN. LAP [36" MIN. LAP] 7­74 9 (O % MODIFIED PROCTOR ASTM - I-1TI-f T�-- - I h- -��_� -III=III-III=1I =1 =1I =1 =1 1=1 I D1557) t �r �r l � III=III=III=III=III=III=III=III—' 4" 114" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" a � '. a - � �• GRADE 00 _ (1) #5 REBAR w/ OPT. E IMP -1 --SGREFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT fV co SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1, S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALj* INTERIOR -31 /2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE M 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 'v 6x6W1.4xW1.4 c� r WWF OR FIBERMESH co 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 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 LU D w U d _ D a 3 = LU 'IIco I 1/2"(min.)�4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r —III—I fT�l 1T "M T-, (2) #5 coNT. ON T' CHAIRS (NP ) 8" V4" 81, 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. = x CONNECTION INFO ° SEE PLAN FOR rik' x & LAYOUT DESIGN M a -I TOP OF BEAM A �' Ir-I�[ IT i i i ri2i N d- (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL °=- M BEAM SIZE & N 4' n CONNECTION INFO '- � a 8 2x4 P.T, — 15 PLATE I 2x4 #2 SYP P.T. FRAMING w/ -til,I lit - ins° I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -' :4 8" o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE = Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > w 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS il S.G.D. rM U) SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _9 ILL SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 2 oo GRADE a M FILLED SOLID (SEE PLAN FOR . - a _ SIZE AND REINFORCEMENT) C7=I I I=I ° °• Z f- w o —III—I —I I —III —III —I I I w H a W w I I —II I I- I= I —I I= z BRICK PAVERS or SLAB PER p o `n ! �' • °• - - COMMUNITY SPECS L'' - _ `' ZZ: Y-o" FIN. FLR. I =1 =III=1 I I=III=III I(=I I I=III= FOOTING =1 I I I I I —I I —I I I —I I I=1 I I I IEI 11=I 1 I_ U 11-I11—III=III—I I I , � I -I 11-III BEYOND PAD REINFORCEMENT -III-III-i-' (SEE SCHEDULE) 3" MIN, CLEARANCE •. ° tee, SEE FOUNDATION FOOTING WIDTH .. coNc.PAOINFo. SEE SCHEDULE TAPERED COLUMN FRAMING CD112 PATIO COLUMN FTG. DETAIL N SCALE; 3/4" = i'-0" SCALE: N.T.S. S3 C9 �_ Z M _ o zCID, z ¢ U) z W �V — 0 LU V) _ TM pO U > m� W E a, 04 M m10 = a0i vN o_oCD c o O ¢m CL I,Ry rn Q d B w N C-B.D C V IQ V O p C� �k � Z Lu U) Lu LL o 7j a m inW > -E z �C,5 O p o�� W Q I a LLZ U o ttpp��0 j CIO wwavNSU 0 P rr p� FLO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Ronde 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. LE N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ 0 K O �g U Z O O UU zOW�� Z W 5 Z CL J X, �V�. - U, LI zz lzj Z �.� ^ a, z J U Q o�z 0 o Z J �� ,LS2ma O N Q�aOnd Z<Z< Wear Lu $0�0 z J r-4 L1.J Q z WWF (n O W Q duo z WRz �' o S N1 W Ln rn v ' LU Z - uj ¢ 7 SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4v0 SHEET NO. S3 12 Z p) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)- 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR VARIES VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN CL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING —(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\__j:m0FTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 _ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S[� SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d 0 a a g STD. 90°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL w \\00-MMENEENEOM:- T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED Zx6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE 71 GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR •;.' :. TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF NpN� 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE AGE R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V -4' (1) (2) 1 (1) (2) (1) LSTA30 4'- 9' (2) (3j (2) (2) (1) LSTA30 V -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. 00 0,4 '' SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMt�SON SP2 w/ (12)10d I / NAIL AT EACH STUD 1 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" �--BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 7411 (24 O.C. MAX) w/ MIN. 4 EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w Z < 2x TOP PLATE ♦0 V J f 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -/ NAILS TOTAL) EA. SIDE OF • ' 4(9, SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rm�� SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 �-10d NAILS @ 6" STAGGERED Fo I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8rP.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 BEARING WOOD FRAME WALL ,� 4, SCALE: N.T.S. 54 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610#SPF) ° o • HTT5 wl (26)10d NAILS (4670#SPF) o ° • DTT2Z w/ (8)1/4" x 11/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 2112"SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) `— • HDU8-SDS2.5 w/ (20)1/4" x 2112"SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2112"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER &NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8"EMBEDMENTw/ WASHER & NUT • FOR HDUB USE 718" DIA. x 12" EPDXIED A.T.R. • MIN. 8" EMBEDMENT wl WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING 0 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE 5/8 x10 J' BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR SCALE: N.T.S. LI O lJ O (D V M _ o z z Q o_ C Ln 0 � w . fib p Uw o r^ m N W ~— 8 N M �LU oM S N O p N U sU_00 ti Q 's -2 f` �g 9¢o B D® "- =Jl N 10 o) c0 GO .N.. 00 ItAUI O co "6 V'1 N U) Z W �M�' z H � w v, o W W Nam. w Wo a Z a&.= 0 S 4 :5 z 0 W N¢M12 a o" o W W.F RR El W RO W �BP �. ` �Z' •.--NSF 00 U�Q � 0 'r . s p� ��r�✓��!!�O S F E S `0� \\0\°�\ 1°\1\\ 11111 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE Iq NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Hz wo za �F wair� �480 zW� �ozZ LL A OU W LL N FLo J` z� Q �3 w U = Cn E.9 p'z Q < g o, I— Q m g � 0 � N Q (w.7aw Z 01 Eo 2 Z W Ln LLj 9�aR� �U-z J r-I LL j 7 - I- � � ~o Q z �¢ z I'D Ln Z �V)S R0 m z _ �LU ri r_1 a cn o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4x0 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± V24"AX. TOP CORD BLOCKING 45°±X 2X4 CONT"L" BRACE TRUSSES @ PSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. ' EXTEND AT LEAST 90% OF MAX. & (2)1Od TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT .� EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) $d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO J 7/16" OSB SHEATHING NAILS @ BLOCKING T ATTACHED W/ 1Od EA?EINDTOE 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 7 OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD L w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE 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)10dx1 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) 1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK ri GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J _ ON SHEET S5 FOR f SEE STRUCTURAL X-BRACING, AND TOP N r M M NOTES AND NAILING CHORD BLOCKING _ SCHEDULE FOR INFORMATION 00 °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES co co APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF v 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d1� 40� 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 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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 13 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA.� OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT LEAST 90% OF WEB LENGTH (SEE TABLE) �GABLE TRUSS �1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL MI BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C (2)16d NAILS EA. END TYP. TOP & BLOCKING FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -� BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION 4 3 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DfA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD $ SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. CJ'CJ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES OCATIONS) 1Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 17 MAX JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MI N. SEE M/S5 CROSS BRACING DETAIL 1 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS 95 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I ° . �° II � � . , - II J � ` II°. ° a Jlm \ � � . ll ° - i� ° - • � . ° e ail ° �° 11. ' . • II �, . ° Ile �. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. \-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C rnrnnn -rnr rood 114"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 @ \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.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 -� 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 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �II�■Il�i Jill NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 217- LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 zM _ o z° z� Q a U) z un UI a---� W ru 0 o W c �� = o Ca U o0 co W E B N M T-0Mi Mal~ U O o 0 LL co 6 o ¢m 0 '0S:!�_ Sao BID. NLLH 'D'jC N �O 0 '� W gM-.z 4 Z YJ z 1-"' �' _ ��o 0 � W `� 'NCO E LL � Z V WLZap° Q M� A us N O v V O W W WYMENG.COM Cn V �t E i.0� 4 �OFESS�o x �f ia4lf alI I11110����� 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 2001 Tampa, FL 33607 www.LennarTampa.com �Z uj �a Q W< �E°O z° W J o� �U_ °iNk2o L z ' CL ^ V�J Q U F� CID -0 W 0 Z C) W UU = 0 Z 9 o00 au J Q (r UK� oa N LL Z�¢ 4<Ixre re Z 0) E0,0 o E Z 7­4 �aOa�i J r-1 LL1 Q 2: z < z `T-q to z zS m z 2 ¢0 LU � SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX. 8„ PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING �� (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d 4 O.C., 2 ROWS STAGGERED D TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 ((YP,) BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST, ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL O 1x8 w/ 2 ROWS 8d NALS 3 �� DETAIL ^ STD. 90 ` D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYR) FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB REFERV TO PRODUCT .. 01 LLMETAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL I/ NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° I ` JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 44 — J TAPCON @ 16" O.C. & END w/MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2X8 P.T. ATTACH SECOND PLY w/ FURRING ' i 2„ - NOTG F� @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 NOTCH WEB ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5^ AT THE FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FFILLED OUNDCELL PR FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 114"MIN. 16010 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID w/GRouT n 8„ 1 PLY PRE-ENGINEERED TRUSS R 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1!4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE :. BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION .•;.. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. OR CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ° • ! ' • '•; "'%''•'« SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS ' :�. ;, •; BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. :• : •` j4 x L(FULL BTWN. OSB INSTALL WDW. SCREW ANCHOR 2 4 SOLID BLKG.FULL WIDTH OF WALL)O INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN • •�• •••` • RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD } O * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL rT'�_4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xOV� TO TR10d TO TRUSS TOP CHORD RygN MIN. 4" EMBEDMENT AT 16" O.C. + lF NOTy 1 r-Olr 5111 -0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 00. INISH FLOQi 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 `� ' D EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° I t> /4" MAX 2'-0" 8" TRUSS + SOFFIT ° p . ,_ #5 BAR 9 t D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 10" p P p ° ° CENTERED W/ 9 H 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r , s EACH TRUSS c ° °P IN TOP C:) o KNOCKOUT / cat _ _ 4 CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA, END PROVIDE 2 8 DIAG. BRACE BT PROVIDE (Z) MIN. PROVIDE 2x COOT. E s s CONNECTOR �� _ — � p MONO FOOTING _ .p o. p ° x 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" JACK TRUSS PROVIDED BY SCHED. -i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 o P 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL14 DIRT D D Z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL °. STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL -- - ° - ° ° - - ° 4 - - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD, SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") o o a ° I �1 a BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C.Sk �- 4 �- �° \ 4 �- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND B-g STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1bV EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) 45 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0� F•F• EPDXY MIN. 6" EMBEDMENT & < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o 0 o LU nJ A REINFORCING AS FOLLOWS: SEALANT T I . o a j PLA E L W R H F M TAR I LF 0 C 0 E A OR N BED JOINT. DO NOT FURROW. �t�n `' e I I I I -— r 'EMBEDDED PRESS PANEL REINFORCING INTO PLACE. : • ' -;-:°' -'.:% ' ��>� �' I # 5x6 INTO ;..: 6" MIN. LAP SPLICE W! ° 1 EXISTING EXITIN FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: r cn N FILLED CELL SMOOTH. D N FURROW. T 0 0 ° —1 , ° . II II DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING _ DO NOT GRADE � �. •' � o t � ` � SET BAR IN EPDXY : .. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M 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. f �4-� TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -_ 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. BUJ u O C4 Z M _ o z° z� cn c9 w M a 0 w N 0 U o0 Ca E N C (a CO — U =9? MIN~ C c co Ooo L.L. \l = 05 ig O Q lT . CL v O� Q O h N o _ co?, rn 60 Z W ce)6 C9 z° cn o LW V >=�o a/ Z0 a (n rn x jr H Co Q� jr m�C_ LLM a W C14 ca i411�i x\%\ }fp �l`I moo] SE dw— Q; 'Jr(�� tWl.1 r • •'0' C L.• O F E`Q�v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENAR 4600 W. Cypress St, Suite 2001 Tampa, FL33607 www.LennarTampa.com Oz �Q Lu zoo ZnCe Y 0 w Z J Lu Ow,o �LL�-- Ln z LLn Ez > F- Z �W U = U) Opz Y o¢ � 5zp U ma W U o� k LN 1 ` M z¢Z� "ACC LLo Z&i J Ln Ll] W ¢ �qz0 gWo cD r1 Q Z z e z S o M Z g tu = 9 J t! SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. SS SEE ROOF PLAN ? SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. IF ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX (2) 2x8 #2 SYP wj 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 .. L_1wuk. ­1 1 „A- BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.)r_j_"�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL SCALE:NTS SCALE: NTS SCALE: NTS 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 TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D13-11V 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH V TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. '---LWOOD TRUSS —/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ �V ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD SEE PLAN FOF TOP OF WALL MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW o MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE r; 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( iMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" A F__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL TRUS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM L.SEE PLAN L. FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C 8d NAILS AT 4" O.C. BM. SPLICE OVER f CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON d<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL .d 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2--� SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS v OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/ L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS 111"_j PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS �I u 0 0 z c> _ o z1.0 z a U) z t /) C4 Q) C w G)m o •V — 0 W m o 2 co 0o CD LU — 8 M co _ _� O _0 < YO 00 � p ¢co p �v FL �Qo s D. Nv C4 _ N .N. M O N Z Ul O O k W 6�z � U) t• �Mz _ C LU N a w W � c � 7S 'ppy++ acnrn� Z p t; H Z..ww o" �.+ �I N N LU Q �¢M a O OF U CJ WWW.FDSENG.COM N ���N111111111tfy, NoN 0 h � \�1f _ . .S �' •o .•\��2 C) �O .• W. C5 �� •: �•� 4••4''••.......• flfft1I111t 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. LENIMAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5 oz 0 za za f� ¢ w d � oQo0 z11� 4 z y� w r� O1�J Ya a 00 '0 /A U FC-4 Z L Q ` z ZO Y > a— O U fz � oC I-- P 0� C: u U LU 43 r-I U) Z z O = 5,u �--i _� F o� � o ULJ u 0 � a o¢ J Z¢zQ N C) Q I- $W9� z o�2 W J L r) rl lj.j z d z o 8~0 Q Z �`Qz z Z 8 o 0 co � 2 SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4mO SHEET NO. D1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv�onnv�a rv-�onnv�a SELF -ADHERED FLASHING DECK JOIST NOT USED ^' ^ "' WEATHER ✓E BARRIER & tARILY SECURE 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) SELF -ADHERED FLASHING M O WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING -,-- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING KING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A r INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 0 0 0 0 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 1 Al THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 THROUGH SELF -ADHERED ASPHALT ADHESIVE ADHESIVE 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 Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) D DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 ly C9 "' zM - o z 13 z n 4--J tU �V - 0 = o �� V o� m 04 W E - 8 N N O co _ N O O N U t//11 ��� o 1 r-v Q rn � u> 0 v �Q o C ti N 40 rn 00 U) Z W 'R�Tz f�' z c .a = _ W N � N W W V �-'LLC 5y za Zv rn rn o cG m 4 ¢ M. Z rno Z 9M W a �¢A O v V O WWW-FDSENG.COM El ❑ rn O N co 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LIEN R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z CeQ Ln Ce Z W< Uzoo oo�0 ZZ �0 W C J aw0- �� LL A J 8 uJ N ZZ U1 9 Z z li F_ LL] g �3 CU -0 O o O a 9� _ f o o o LU Wes! J I- Q O j0�a oa J N . 0< ;�W Q d" g� Z E ZLij �� LL Q -W.I di Q z na�v ~LL!o �¢Z 9.0 Z C' o m In Z _ J /1 �UJ Un r-I d cn o SCALE : AS NOTED DATE : 07/08/2019 TECH: FM VERSION NO. 4n0 SHEET NO. W P SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction ConnectorCompliance for 2015 International Codes $ 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC)and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method fcr Mechanical Fasteners in Wood. Both methods determines connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sinilar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this [after is valid until 613012018 when t Wil be re-evaluated by Simpson Strong -Tie. Please visit wwvv.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department At 800.999.509g. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum,, P.E., LEED AP d4BDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney,: TX 75069 Me-972.542.0320 Fax 072.542.4130 www.e"natie.corn ESR-3455 A23 FL10446.2 ESR-2606 A3 FL17244.1 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216.3 FL17232.3 ESR3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 F1_10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report _ HGAM10KT - FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17580.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL104%.23 ESR-2613 HTN24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTVJMI6 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 - FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26.2 FL17232A1 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 WS28 - FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2106 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-W5 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP417 FL17244.24 ESR-3455 LTP4 FL10445.19 ESR-26W MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1418 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 M8TA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA35 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 - FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3515 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5- - Evaluation Report H1 F1_10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL104566 ESR-2613 RT15 FL17238.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.5 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 - ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456,43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH6 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTOM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 171-11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A, SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0L67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251,10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0130.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst ant) 2. WNDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N!A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A S. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 1&' wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL5527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N CD N -� U N CL 0 O C .ED CQ U 0- O O i O Q O ^^11 W CU O O � LL rO Ca j .w -0 E N O Ca M =CU - b� -i/� VJ ca. a z Z IN] N L Z SHEET NO. PA 1.0. FFProduct N Florida Department of Business & Professional Regulation Page 1 ors Building Codes and Standards 121121201e Approval Application Detail Florida Department of Business & Professional. Regulation Building Codes and Standards Product Approval Application Detail Pege3df a 1211j4 8 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appfkatlon Detail Papa, at, 1=16 Florida Department of Business & Professional Regulation Building Codes and Standards Prove Product Aroval Application DetaN Page I or 1 WSW$ ^' �1•re CuVJ (D O L L Q W O O ^ C= "'0 f..� IM — Vl U _U) � /1�♦ `v cu V O �. � O - O LL � V O "0'0 4 ♦n vJ T! O �•/ //1I1� n� 11 W '/� W L •W O +� co `= A'• � • � ` cu `V O L /1 YZ 89,gg Entit—ir a" Qala' .Date Pendlne Psti Ileayemig" Manufedturor Cankect Endlneer &License Validated By Validated Submitted FBC Avorovai Agoroved Status, Revision 2017 Therma-Tru Corporation Rkkwdght Lyndon F; Schmidt, P.E.. Ryan J,. King, PA. 10/45/2017 07/12/2017 1W180017 1211=017 Approved .(419)2981T40 PE-43409 (813)767.655 Subcategory: Swinging ExtsdaDow Assemblies rickw(�Nabldgeonsu8ams. compliance Msthed� Evaaation Reporlirom a corn Florida Registered Archlted or a Licensed Florida rig PrOwslum d Engineer ..> -,,.. .,. ,.. .. .,-;,... • , ..x O alltv.Aasuranca ,Avoroved for Us a Aovroved be Use ,Imoocl Design Sep.:e Product Model. N umber or Name Product Description contract Exvlration new In HVHZ Outside HVHZ Reslstant Pre ure 1 a. Thwma.'Tru Fiber -Classic and Smooil -Star Nominal S&M;8 &qudNcn-lmpad&quot; Opaque 12/31/2020 No Yes NO WA Compbste lswi Fiberglass Bangle Dom pnaaing/outawrg;X configuration) i ertna er- owica Smod-. ter NOmm y on -reset o; paque 2 1, Yes A. to Pending &emir EDdtvcpt Pete omit FB 62_e{9 Twa )j$rslan Manulecturer bontact EnalneerBLleenea Validated ByValidated submitted FBC Aooroval AanA^ovad Status Revision 2017 Therms-Tru Corporation Rlck Wrl ht L do(R81a3n)J. M, :E. 113017 1/1R017 1207 2M=08 Approved -. Category; Doos(419)29e1740 -4n09 P7S7•G555 E subcategory: Swnging Ecterlor Door Assemblies rckWoWbldgeatsulthl Compllance Method: Evaluation Report from a oom Florida Registered Architect or a Licensed Florida g ProfesslonelEn ma g e 'PL2f104 .R'.:f P . :OuantvA eurance Annroved for Use AM.-clfwUae 1ME t- Dean, B_i. Preduat Model Number or Norma Product D—dmlen Contract Esolration Date In HVH2 Outatd, HVHZ 1stan{1 PruivuJg 1. a. Therma-Ttu Fiber -Classic and Smooth -Star Nominal S&83g;8 &quot;NondmpW&qud; Opaque 12r W021 No Yes No WA Composite Edge Fiberglass single oobr p mswing/Odsy4ng;Xconfiguration) m:ea9ae.a. a6 Erdit 20 20 IaM.Eltlm go 1012 Valbda4 Revision 2017 Therma-Tru Corporation Rick I'llNational Aamedlt Wn & Ryan J. King, P.E. 12202017 09127/2017 1222/2017 Approved Cs%": Exterior98. Door$ (419)21740 Management InWwm (813) 7674IN5 auhCalagwin. Swinging Exterior DwrAssemblies ddtworwbidgconsultants. lanes AUVO&. CeAiflcation Mark or LION cerrr �� rig Quality Assurance Agamand far We Alsorovedfor Use hoped 22" >Lql Product Medal. NumperwHamp Product Disputation 220mkdxmlb§RmaoJp,HVNZ P— 1 9. &quw ClaSmWCreft&quct; and &quokBendtmark by 66 and W Opaque and Glazed FBargWa Door with 12131=1 No yea No WA TMrma•Truaquot; and without SIdeN6as. Irew(rr9 ant 0ulewing 220 aft 20 Rog g vow En44oValidated )ldsmrFBCAncpvA�Category:EdadofDoors Iwo Revision 2017 Thems-Tru Corporation Rick Wright National AcvodkaBon ItRyan J. King, P.E. 12MO17 =112017 12122/2017 Approved Cables": Exterior Doom (410) 298-1740 Management Institute (013) 767.6555 AsbCalsewin SwblpbpExteriorpoorAssembpae rldtwDrvPoHg conadtanb. (:emacetlo com lane Method: nMrxkoLlstl OcpWl rig Golly Assurmce Approved far (hy Approved for know onkm inIn HYM Outside, Rise, p�, 8q 8q &9 M Opaque F@m94na 5 e. uOLSmooM-Star oC and uot;ae cbmark 408 and 6N and (Hand Door with 1213I2021 No Yea No WA Theme-Tru&quok and wfMad 31de11tee, Imwkg and Outawbp ,0 Composite Edge Fiberglass Single Dow onswing/OutswInI configuration) m Nominal 8&039,0&quot Non-ImpactAquot; Opaque 1TJ31/2021 Ng Yes No. NIA 6 f. Thermo-Tm Fiber-Classis.and 5 adh-Star. Noma Composite Edge Fiberglass Single Dow Qnswing/Qutswing; X soIV1 uratlnn) - 9 I.Ther—I'm Fiber-Clow1c and SmodhStar Nominal s& 4,v"um:rvan-impactscpw glazed 12J31/2020 No Yas No N/A Composite Edge Fiberglass Single Door l nvMng/Outawlrig; Xcamguratlon) 9.. I. Therma-Tru Fiber-Closslc::and Smadh-Ster Nominal 5&03S,e&quw;Npn-Impact&qot; Glazed 12/31/2021 No Yes No NIA - COmpb6ta Edge Fiberglass nett Pout configuralllon)�a 14 n, TheDmaTru Fiber -Classic and Smooth -Star Nominal 58.039;0&g000N Hmpect&plol; Glazed 1W1P2020 No Yes W WA Composite Edge Fiberglass Single Dow nWAnWOutswl urallon. Wk n. ems• ru w- ss c a moo o m quo an- _ e 0 ea. ComPosna Edge Fiberglass Single Doa (InsvAng/OulIwIl X comigurdon) ;Xcal0 Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Paga 1 ar / Florida Department of Business & Professional Regulation Pelletal Florida Department of Business & Professional Regulation Page 1 ar 1 Building Codes and Standards 1/MIS Building Codes and Standards 11=1e Building Codes and Standards V"1e Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail z FILRIMINIZIM, 209e Entity 20 no pAbF%Odim laic FLjNS33ZM 926 EnftOr laic 21k irate PLINISS32414 21a9a Enterrar no laic NattPentNm go FL#18332,R4 220 Entity Dak lak DomPamEog Rik LM Vmlon MamdacWw S ValkwwBy 3MU92M AlasoNkQ FINC Approval Approved A Ntl mm Varalm NkknufwW rmm Engineer & ulamed Wbddwffi Yi W09 Emmad FBCAMMVIA Amstrad ima Etta! version Mmubm Counted ilmdower A Liciews Yaudamm ValddlQ gLibra W PH&Approval 90aralatl two LM Megaton ism[ Coded Vessel By 7aNdaw $!&mile FOGApetMsi Agunwed Ama ReWlon 2017 MI VHndows and Doors erem Stanger Luis Roberto Lapp Stevan M. UdNh, PE 0B/1320,17 OS/11=17 09/16=7 0102017 Approved Revision 2017 MI Vandows and Doors Brent Sitiger Luis Roberto Loma Steven M. Urich, PE 081132017 00/11/2017 08MS2017 10/102D17 Approved Revision 2017 MI Wool and Doors Brent Stanger Luis Roberto Lomas Steven M. Urkh, PE 08/132017 OB/11/2017 08115C2017 101102017 Approved Revision 2017 MI Windows and Doors seem slow We Roberto Lomas Steven M. Url PE 09/132017 08/11/2017 00115=17 10/1012017 Approved Oaeepory: Exterior Doom (717) 386.3300 PE4MS14 (717) 317.8454 Category: E)dador Doan (717) 365,33W PE-62514 (7M 3174MU Cdppry: Exterior Dows(71713174464 COMM: Exterior Doore (717) 3651 PE•62514 (717) 317.9454 BuhCeEegoq: Sliding Extends DowAnembliss MXBngeremlealcom SubCaMtpry: Siding Exterior DoOrAseemblies bobngergmwd.cem SubCWgory: Sliding Exterior Dow Assemblies bsMngeramWrd.can. SWICSMaory: Sliding Exterior Dow Assemblies belHngeriltmiedcom CompOmce Method: Evaluation Report from a Comp%wce Myatpl: Evaluation Report from a Comolonm Mated: Evaluation Report from e - CobpilaneeMtdned: Evaluation Report ban a Florida Registered Ardheed on a Licensed Florida - - - Florida Registered Archbed or a Llommed Florida Florida Registered Ambient or a licensed Florida - - Fbnds RO"red Architect or a Llo wmdl Florida Professional Engim ur Professional Engineer Profewional Enpkmer Profmiond Engineer Quality Aseamence Approved for Lim Ancroved for Use Imam Dealcan Approved for Use Angroyfelfortles, smMd Dollars FL/153324t4 Products Approved for Wa A20 )merit Dalian Quality Assamence AMn9ted.I&Use Approved felt Use lMaWl Dulan mw Product Model. Number orName Product Description Condract EWmdon Daft am Outside .HVK ROWSWAt Pt"r iksaa Product Mociall, Number Or Name Product cardmat axpkaLlan Data Intl)Nti OdaldsHVHZ Rahaut Pmmusum 1110 ProductMoW.Nuber"Nems l9.oubwoHVHZ Distant Pttlo&M AK9. Product Model. Number orNmne Ie.11m ouwatwHz P"Islant pmegrs 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31r2018 145.314&quot7N8&quota No Yes No WA 4 SERIES 42D ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31=18 X01 XX g8&qudx96aquok No Yea NO WA 1 SERIES 420 ALUMINUM SGV SERIES 420 ALUMINUM$Go OXO 12131=8 146348qudpc8g&quot NON -REINFORCED No Yea No WA 2 SEMS420ALUMMUMSGD SERIES 420 ALUMINUM SGD OX. XO, XX 1201/2018 988quo0ao&quot NON -REINFORCED No yea No WA - I mi I r Florida Department of Business & Professional Regulation Page 1 or 1 Florida Department of Business & Professional Regulation Pros, or r Florida Department of Business & Professional Regulation Page 1 Of I Florida Department of Business & Professional Regulation Page 1 ar 1 Building Codes and Standards 113pme Building Codes and Standards 115=18 Building Codes and Standards 1=18 Building Codes and Standards 11512016 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail rsQgl Enmvor 21k no Data, Forecasts 22h FLa153794tl SdS EnitOr PSk 20 Daft Penalties laic ee �•,, Code Entity 4S DaE no Dabpe"m 20 PIt2Et4t29 Seidl Emory ink Dak Itak.Foodless 291 IrM Version Mnufacww Cooled Embw&LManteyatdowBy Validated $,mMDmd t1WAgaoval Approved AMR LM Version M uhft— Canned R &Lk -- Vslmemdav VeNclakd Submitted tffieApproYd AaMslled Awn EiIM Vmion Memwismar YaEdd y Validated sub, FISC Approval A -roved AMR EXM Version Mmnuteeem EnuIneor&Lissma Validdwby validated 8dmmw FOCAL Approved I!!UM Cn Revision 2017 Ciopay Su9ding Products Company Category: Exterior Dona aubCateggry: Sectional singuia Door Assembles Oomprlenew Model Certification hark a Listing hark VVederlla d IrdertdcTeeOng Se vom NA, Gary PfwhW (613) 7704 W Ire. (513) 519.6688 mwosat6eld�dopsycam 11/2mil, 06110=17 IZOM17 Approved Revision 2017 Ciopey Building Products Company category: Exterior Door aubCampory: Seasonal Exterior Door Assembles CoWbr eMeted: CeN9ce6on Made crust" Malin Wesweld Intertak Testing Servlow NA, Gary Nobler (513) 770-8062 In¢ (513) 519,8568 mvresterieMfidopsy.00m lirMO17 08/10/20t7 12110MI7 Approved RaVWM 2017 MI Windows and Door Category: Extedor Doom 8 ComplianceoceMatlmd: Evaluation eponfrom es gram Stenger Luis Roberto Lamas Steven M. Urkdh, PE (717) 385.3300 PE$2514 (717) 317.8454 bsianger�miwderoml W132017 OB1112017 081162017 1011012011 Approved Revision 2017 Pot Indu*ln CatiCade:Exledor. Deem Slid Examen Dow Assemblies SubCateppry: ug ComplWnee MahoO: Certl6cetion Mark or Listing Dean Ruak MlamFDade BOGO - CER Mem4Dede BCOD- VAL (9N)488-01d (788)315.2550 druark�P98nduetrbs.mm 12202017 11282017 12262017 Approved 94t6 FlJH527 ProproducesFLMa278415ProduNa Floridaegistered Arohited or a Lirxneed Florida Professional Engineer FSr961492 Produce cu QuMft Assurances, Averaged for Use Approved for Use lnvow lam ApprQMd ior, Awmredfor Liss ltsiI Dedml AporawalfartIft Aeaovedfirllr Immd saw $Sp.L 37 Product Model. Number a Name 037, 411W PA SF, MRST, S 94, 73, 76, 8,16M.42 i90, 813 75V, 4RST, 4RSF, SRST, SR3F, 2R$T, 49, 42, 65, 488, 428, 55S, Goss, GNSV, GRSS, GRSSV, ARSE, AR63V. Product Doodogm Contrast EXDLom Data Sisal Pan (min. 26 ga.) SinpM-Car (up l0 9'0' wide) 05I212028 VrINDCODE8dH74; WS Canape Door In NNW Oubuk No vas IEe4dlld No Prau PS pSR.32 PSF D89.! 83 Product Manta. NunnhaorNanoProduct 053 NFr18 PAN-2Fi53: 64A, 94. 73, 76, . W Go s, 4RSF, BRST, 6R8F, 48, 42, 55, 488, 42B, 653, 6D53, GD5SV, ORES, GR5SY, ARSS, ARSS11. EDSS, ED6SV Description Contract Bwkatlon Date Steel Pan DOOD5 ,01 Double -Car (p2" fo 160' 0521202g wide) NANOCODE&e174; WSGerega Deot - In HVIQ oubwaHVN2 No Yes R No +30 PSF/-3g pap $l9.lx 5 Produ6tModa. NumwrorNana SERIES 420 AWMINUM 800 REINFORCED - Ouster Assurance Product Dercfution Cwbact Exdrauan Date SERIES 420 ALUMINUM SGD REINFORCED = 121312018 - Ap�ed,mfjbe, AlowcomdapLI hIRW Sr 'al�2 Outedm HVF12 Pashatent No Yes No Desire D+rauun N/A Epi q� 10 Prodrrt MprW. Numlw or Norm SOD-5570 (Large Missile Impact) Vinyl Sliding Gan Door 04/t42021 in outemomm RaWtud Yes Yes Yes yrobrrw WA EDSS, EDliSY 143&quotx99&qud; O Florida Department of Business & Professional Regulation Page 102 Florida Department of Business & Professional Regulation Page 1 or i Building Codes and Standards 12117JX1$ Florida Department of Business &Professional Regulation Page 1 d1 Florida Department Of Business &Professional Regulation Ppe 1 a 1 M Building Codes and Standards 1rv1a Product Approval Application Detail Building Codes and Standards iw2ola Building Codes and Standards 1 s2oie Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code fie, Varslon Manufacture Entity or 9snta5t Engineer tityor BLlcensaynlideted gv Vdat bait Date ,,,, ] Validated Suhmitted FBC Approval Q,e{¢, AgplgyiQ 3hkua. PLa11537'm idallt mm Vanilla" Revision 2017 WOE CURRIESDh1WwoIAADG,Inc Cate8ory: 6Aerior Doom Entity Or CrAbirA E abwe&LI o VaieatedBy Dedic Dow UL LLC Ted Bmmn, PE (041)494-2844 (305)86e4707 go RNA VMS Pondkw ValdoMd SubmVA§d FBC ADDrOVId 1frd02017 la2a2017 Rik Approved 12V=17 At" Approved Revision 2017 MI V&dows and Cows Category:: VMndows Sul,Cstepory. Single Hung cam PlIance Method: Certification Mark or Listing Brent S011nger Amerlean Arehledurel Sleyen M. Udeh, PE (717)365-.3300 Manufacturers Association (717)347-B454 bs311nge@mMcLcom 12/29h017 12/13/2017 01/0Sno15 Approved S901 11= Version Revision. 2017 Vanukft Clopsy Building Products Company Cate": Exaor Doors - Entity Or Gamiest VdW.ted as Mark vieswrlleM Intermit Testing Services NA, Gary Phrehlar (513)7704W Ina pls)519-ew gait go Iabpartsim go VAllclawd au6mbmdF21C Approval AppFSved 11292017 OBM02017 121032017 tdid Approved 220 jyM Vemkin Revision 2017 MoLftoWm CIOOY Building Products Company Category: Exterior Doors E� Contact Enoksar&Llum$yagamw By Mark VVestmBsid Intermit Testing$erelow NA, Gery Pk*hW (5(3)770.6082 Ina. (513)5194M 20 aak ! no yaN4aW SAlbmMW FBC AoorsYd Approved' 11292017 08/1020iT 17JOSM17 stokS Approved M 8uln0atepory: Extorter nos Components ComplianceMoMed: Certl6cation Mark or Listl ag aD mau7'49aJLt` .,>t ,�-y ,r .., �1 ,. 7rndiuta- ;;`r ,y x f ti zx' : >r xr,:.' - - - r x, ,.... „. .,.., ....,. � _ ... ,....b �w -_, ,. .., :.w. =1. _: ,.> , ,., ,-< _�... w.+<.>.: :+,'c _. _ .� 8ubCaaepa7: S$Wom1 Ex4Nkr Door Assemblies CoroplWtw Misled: Certification Mark or Listing mwsskrAdd@doP$Y.com ftbCob": Sectioned Exterior Dow Assemblies COWORW Mdhod::CefflkWw MadrororlNting COm 116774itProduete b ItNA saran Apdroved for Uea Aonroved7 rUsa un.et Deal- Flat&R7aR&Pratlrreh Predrrem gad# Product: Mode] Number or Name .Product Deandofidn Contract EYffi"ration Date. 11= 29121911 ' R,SW rot Pressure RIJ18279R6 Aga Product Model. Russell or Noma ausm.A91pa0fd Product nowdoam S90ftIdAmdodmu2m Apommadjortles Approved for Use In HVHZ .tulskis HVHZ Impact fiessisia Desion, P Bap.! Approved for Wm Anaroved for Use 1mMet in HYHZ. oubme Btlldad palm P— limp Gautier Assurance E[4AMi. Approviell forUjw ABglmr9.Jim Mmlpa 1, HVHZ Otftkbmm RokWont Jam PJ'MtYM 2 185SH 52z84 rimFlangs Frame IWG Single Hung 10/09/2018 No Yes No 180k60. 1 aW. 707. 727, 747. and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 1213IM026 Wave metal doors. yes Yes Yee WA a5 085 V0849 PAN-2F153: 73. 75, 84A, 94, 42, 48. 42B, 488. 4RST, BRST, Goss, GRSS, ARSE. EDSS Steel Pon (min, 23 CC) Single-Cor (up to WT wide) 051212028 WINDCODEW174; WS Garage Dow No Yale No -38 PW42 PSF 102 102 NB-16 PAN-2P15& 73, 75, 644, 94, 42, 46. 428, 485, 4RST, BRST, GD6S, GRS3, ARSS, ED6S Steel Pan (nm. 25 ga) DoubleCar (97 to 18'2' QW1=S vide) WINDOODEIII Veit Garage once No Yes No -37 PSFMN PSP Cn O Florida Depa eh usiness & ProfessionalRegulation Pzga,I pf I. Florida Department of Business &Professional Regulation Building Codes and Standards Peg.1 a t 1162018 Florida Department of Business &Professional Regulation Building Codes and Standards P.w 1 a I 1/50016 Florida DepertlTleM Of Business &Professional Regulation Building Codes and Standards Papa 1 Of 1r5m1s Building Codes and Standards Product Approval Application Detail 12J122Je8 W i Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CodeEapISL4L Effie. Rdt Date Pendlno, polo. m w1•�!-.� Ft r�a_o;p?! Tvoe Version Manufacturer Contact Enairler&License Validated By Validated Submitted FBC Aawcyal Aft ovad Status aft min vemian ErEE to Validated By 21M 20 Dri Pending V r 20 Aggn�g 229k Mass Veldp6 Nkm(acNmrt Enter Or VaUdahm By RO ga Dab Purism Validated gLdmdUod roval FBOAon )o Aoaov lore am* Ogle Lm Version Entityg t Validated By nE 20 CAN pwang Do% V Su6mfaM Approved AMR Revision 2017 MI Vltndaas smd Doors Category' Wndows Breen Sitlinger American Architectural. Stevan M. Udch,. PE (7M365.3300 Manufacturers Association (717)317-8464 01/21/2018 01/0312018 gl/22)2018 Approved `�v Revision 2017. MI VWdows and Do a$ Category: Wnows SuhCeteWryl Fated Camplirma Mdhad: Certificetion Mali a Ledng seem36ager American Ambommml Steven M. Urich, PE (717) 365000 Mmufadu aw Association (717) 317.8454 bsMnger®maedaom 17/3IrM7 12f372017 01)p42018 Approved Revision 2017 POT Industries Category: Windows audCasepo7: Fhred CanokY MOO d: COMBMGM Mark or LNtlnp - Dean Rugs: MiserPOsde SCCO-CER Mleml-Dedr acca-VAL (941) 4864)1W (786) 31&2590 dmarluilipgtlnduaMea.com i2r202017 12MM17 122612017 Approved Revhkn. 2017 POT Industries Caeli ay: Wndows S1t1date0anl: Single Hurls compliance Method; Certtkation Mark arLietiog Dean Ruark. Mad-Dsde 8C00-CER MWMDede SCCO-VAL ' (041) 48"100 - (788) 315-2590 pmark®pgtlnduslrlee.com 122=017 12108=17 122512017 Approved S.bc-togwy: HorIz-tal Sildw bsftlinger@mkd.com Compliance Method Certification Mark of Using r-Ld'l$381 Bh'"[3r&puoie T^;.� G,:. a,. ,. .... , , ,k , ,. M 3. _ �:. . e. t 4 '�,+ ... < ?._._ ,� >7,.. , ,-.+< n. , . . ., ,� »,.e e a > . .. ,. ., ( '; .. r•r. O D IINAsauranee Aooroved for Use Ann rove dfor Use Impact Dealon Ra153494t9 ProducesSeca _ Product Mod I Number a(a� plasill 601Jon Cont tExolratlon Date L(je MHVHZ. Outside Wa Resident Pre_a aura.. 0— Aga Product Modst. Number der Name Quality Am P[s"om nab ApvraradforUw. Approval for taw Outside,HVZ Ind l;ldNMd 0"]Un Pfeemn Aga Pro3mtYeda.NutnnaorlLrm Product OM4tlodm contract Expiration Data AvnrovedforUee Approved for tlee In HVHZ OUN&MHVHZ lasso gashtnt ggW lameeprs aw ProduelMedd.xunherorNamm Gogh Assaamw PMtllmt. Sontrad EiMiMtionDat Approved for Use Approved jOr VAN lasso In tiYtZ OullHVZ DSllllkd !a!!M Emission, 1 HS.188 fin and Flange From a. 73421nsUaed pass. OW60019 No yes Pis +551-66 1 18S PN 73 x 72 Imade ad Glass 041032MO No Yee Nu +001-80 9 PW-5520 (Large Missile Impact) Vinyl Flail Widow 091902020 Yes Yes Yee WA 7 SH-6500 (Large Missile Impact) 1Any13ingle Hung V1Mdow 07130=0 Yes Yes Yes, WA O Lass V U Florida Depertmerit of Business & Professional Regulation Pwa 1 sit Florida Department of Business & Professional Regulation Page 1 or I Florida Department of Business & Professional Regulation Pepe I w 1 Florida Department of Business & Professional Regulation Paw + d 1 Building Codes and Standards 1/5/I014 Building Codes and Standards 1=16 Building Codes and Standards I/51201a Building Codes and Standards ir6rtoie Cj Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W "5353.0 F1M814t11 l lade Edit or go 21M )ant lied! Enfta 211112 2MR late Fsnftp CiE S9(a EdIEp[ tat 20 ®oM PJ101Nm 211 920 EDtl9La[ Oak 20 Dde Pectins 20 2 mm Version Ra iii 2017 ll nukah rsr Therma-iro Corporation Category: Exterior DOOM lc4dact Em — v immw av Rick Wdght Lyndon F. Schmidt P.E. Ryan J. KIng, P.E. (419) 299.1740 PE-43409 (813) 76T•8555 Validated automated P848pptord 101182017 101182017 102T2017 Approved 12J1212017 EMpM Approved ant version Revision 2017 Manubm lrst Mt gHndoem andDoors Category: Windows contest Emtmac& LkAm Validated By Brent sebriger Luis R lanes, PE Steven M. Uron, PE (717) $06.9300 PEA2614 (717) 3174464 Validated Submitted EWAm7rpmt 10232017 101151MIT 1026P2017 AppspteII 12/1212017 Am& Approved DM Version Revision 21117 EMmdadgQ[ PGT Industries surgery: Windows Sept Enelrwrrd1BaMe ValMded By Dean Ruark MW&Dade BOCO -CER MIem40sda 8000 - VAL W (786) 315.2690 Validated Submlftd FBC Amorcend App[oved 12AOM17 11/15/2017 12I092017 >llaNa Approved ])[[M vend Revision 2017 Man fiiduMr Jarre s Herdic Building Products, Inc. Oetegory: Pawl Wass conftd Enraih—AkltM wlidaed Be Prnpheng Zhu Ronald 1. oal wa John Southard, P.E. (1w9) 349.2927 PE-za121 (35� 3a7-2629 Validated submitted FW AMMxd Appr>gffi 05252017 08/082017 0SQ11=7 10/lwmi7 awn Approved � Q z Subcategory: Swinging Exterior DowAseemblw Congeal Mated: Evakwtlon Report from a Florida Registered Architect or a Ucwwd Florida Professional Engineer dckw®rabWg=m ants. amp SubCdsgwy: Muaow Co Wkl Method; Evaluation Report from a Florida Registered ArddMd or a Licensed Florida Professional Engineer baltaga"miwd.am F1.82814211 Products Subcategory: MdMam ConVlknm Matted: Car6ficatron Mark or LWM dmaruk@pgtindusbiu.com dmarkapptledtutdec.wm 8ub0atgory: Sdhg 00*0h ppe Meeled: Eveluation Report from a Florida Repbamd Architect or a. Licensed Flatda Profeeelona Engineer prngehergzhuajarmaha dte.cem Z Q Pi llln! _ Gueely Assurance [IdkII Approved for Use ImB6Si In HVHZ oulaws kohftm !ice D FLs13193A5Produeu €tors Protlud Medd. NumMror Name Quality Prssad Omdouon Approved for Use Approved for Use i � OuYide HVHZ kffmd ova and Ian P seal Frailest ModeL Numha a Nees OtuMVAssuruue Penramt Description Caduet F.xnlraum rode Approved for use Approved for Use !&mRZ Ousde NUNZ Seoul. Design PJMeprs 1 Mulliom for Doom end Vlemraws Aluminum MuaOw 05PL&2021 Yea Yea Yes WA D�.lProduct Guata�Assunma Description Approved for Uee Approved for lmxld In HIM OutakestHM Raktom � Preeaura 1 a. &quotFbercbeswlquot, &gotsmoothsar&quot, eWS,'S &quotlmped&quot Gamed FWagiws 121312021 No yes Yam WA 2 5764 Vertical Aluminum Matson 121312018 No Yes Yes WA 1 CemPlarlu Lap Siding fberzmurr lap Siding 124112020 Yss. yes WA WA a SHEET N0, 8quotClassloCMlBquot or&quot;CfnWcCmft Single Dow -(X) Inwing orOuhwing Configuration Rusbollul t - PA 111LJ -F--r CU Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fp., d 1 V=111 Florida Depertrront Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page , Of 1 vm+e FloridaDepartment Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pew 1 w 1 ,manta Florida Department Of BUaim888 &Professional Regulation Building Codes and Standards Product Approval Application Dortall Page 1 of 1 Ilsrm+a Z5 0 CL �^����YY{{ililJJ��,,, s..C W L O O �� — -1! 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FLMS35c' — — &a!E F�IpLe[ 282 Rah DabP�na dim mm Vmton sd>ntaf& Emtels[&faMnes Y L va�d Submitted FRCAm[m l Aerrovd AMR Revision 2017 MI Wallows and Doom Btem Smrger Luis R Lomas, PE $Owen M. thigh, PE 10/23J2017 10116f2017 10282017 12/12/2M7 Approved Category: Wradwvs (717) 386.3300 PE-62514 (7M 3174454 Subcategory: Mullora Wltlkgen�mMd.00m Compliance Method: Evaluation Report from a Florida Professional red Architect or a Licensed Florida En~ F1a16363•RS Prpdumhu LAMP ApprovedUse, A � Rtle¢ EM.iI PraewK Model. Number or Noma ttommet fmmhatlan Dab JgBYNi i; itesedct EftMBnt 2 6764 VarDW Alumktum Musson 1T/312018 No Yes Yes WA FLK61R11 gde Entity or go Do RdLbo Am !� LM version ttenutvA■[ Contact Validated 91 Valideted BI&RUld FSQ Jurprovall 8etrsYffi Am& Review 2017 PGT kdustbs Deen Ruadr MtemFDeds BCCO -CER Mland-bode aCCO- VAL 12/02017 11/15=17 1210012017 Approved ,M (d9ro41)48&O�s.ogn (i86131ST590 Complainer Method: Codification Mark or Lbtieg FLfM4Ut.l is Apo for We Aoom edfor $1� I Prod mL l erAl Do ere a d WhaleOLW 1 Wllbneforts Doom and Windows Aluminum Mullions 0&ZB2021 Yea Yea Yes WA 9 � JiaEkst i� 20t DOD Freight: � Mae version Validated validated Submitted FBCAOMMI ApprovedAMR Revision 2017 James Hatdb Building Products, Inc. Pbgshsng Zhu Ronald I.Ogawa John SouthaN, PE. 08125=17 OWOW 017 08128=7 1011012017 Approved paappry: Panted l4tsBt (900) 348-29T7 PE-24121 (352) 387-2628 Subcategory; Biding pingahenp�tru�Jemesher Licensed Floridadb.com Florida OopuWWuce Msed Architect or �� or a Licensed Fi Professional Er~ A-- Approved for Use A,,r,,d for Uss IMREA palm f)lpg Product Model. NuMxwlen� i dl�■ 1 Cemplenk Lap SMbt fifer -cement lap siding 12131=0 Yes Yes WA WA c iL J Florida Department of Business & Professional Regulation Free l a I Florida Department of Business & Professional Regulation Fags, or / Florida Department of Business & Professional Regulation Peg. I Of I Florida Department of Business & Professional Regulation Paw 1 or I Building Codes and Standards immis Building Codes and Standards +arm,a Building Codes and Standards 115=18 Building Codes and Standards &m1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLJM31es4M Self! Pr"W 20 ids oft Pamam 20 PIU0132rIM ram Enubp or 20 M DMDPKWkw Rnta J' 220 Eatav pr go pop Dateymrme go F1110124.R26 0C9d4 Erdft or 2di ■k Ddo PondWA Rot ism version IYmdi1eum contact E■deerA Lk— VdmWdBl V Ndsbd Submitted 1 Approved Edict MOM version Nknuhmbm Semh6 Emde¢ALkM vast Valdabd Ei MC Ancircivid Approved AMR m m Version WrsMcamr S9ndit Et a vaaaated as validated Submitted PWAnryal Amroud Am& ism verslM momf lcto cnnbw EnplMec&.LkeMa value W Vaud Sated FMApproM Apomvd EIMBn Revision 2017 James Harder SuYdYg Products, ea Pegeleng Zhu Ronald 1. opera John Southard, P.E. 005=7 08MM17 oBQBIT017 10110=7 Approved Revision 2017 Abide Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 101042017 10/p32017 10/112017 12/122M7 Approved Revision 2017 Abkie Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 109MM17 101032017 10/112017 12112121117 Approved Revision 2017 OAF Michwal Seeh Robert Mandren John W. Ktmzovldm, PE 001272017 09202017 OW282017 12fl2r2(H7 Approved Category: Panel Wells (908) 349-m927 PE-24121 (352) 367.2526 Cmapory: Panel WaNa (330) 9224389 PE43400 (813) 7874a655 Catepey: Panel Watt (390) 922.2369 PEd3409 (813) 767.8655 Category: Roo" (8M 786-3411 PE-59186 (954) 7r2-S224 BualYtapory: Siding ping"arp.atw®da rshar Subcategory. Soflb ntaxnpson@aNlde.am BubCatapory: Sotte rMompeam®ablde.aom SubCateppry: Asphalt Shingles nrctlelr®gat.can Compliance Melhod: Evaluation Report from a db.00ro Compliance Method: Evaluation Report from a Compliance Method: Evaluation RepoKlrom a Cumtppatrre MMod: Evaluation Report from e Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Ard*ed or a Licensed Florida Florida Registered Arditsd or a UOK*W Florida Pmfssddml ftlo en Pro/esebnel E+gk+esr Professional Engler Professional Engineer f PmdMMockLMonbera Nano Quality anfd Product Dwadodw ContmotExobMonDde AporavallbrUse Approved in "M outait for iffmad KI RWIVA Rod= !'Mrs EME Product Model. Nuarberpr Norm 4laftCAMNOnM Product Description contract Exoimtion Dote Approved fortes ApranvedforUse In XVXZ outside bn HVF¢Rmfttmg Resign Prapum aaw ProOdModol.Nmdmr or Nerre Product Mamio6orr Conhaet Eapimtlon Doh jq, l�F OLftme HW9 Impact t i ! Prix Dw ProAretMotlaLNunAworNaep Product OeoeKmen Cortkaet Roketlorr Appointed for Uge Approvadiprties Date Indcumiftwou dMtfd mmwt2m !?Bel■ P,LO"= 2 Hardtop" Lap Sidbg gber<eraM lap a" 121312020 Yes Yes WA N/A 1 a. Bquoh2T8quok Son Vend or SOild Vinyl Soft 123laM No Yes No WA 2 b. &qudANena T4dgook Soft Vero or Scud Vtgd Sort 12131r= N0 Yes No WA 1 OAF Asphalt RoorSMnghts F®etgless mhdorced 3-tab, laminated, 64mb and 102o2018 No Yee WA WA mWridge asphalt ahingles Florida DepaNnerd of Business & Professional Regulation Prep I pr1 Building Codes and Standards 115/2018 Florida Department of Business & Professional Regulation Paw 101 Building Codes and Standards i1=10. Florida Department of Business & Professional Regulation Feg.1 or i Building Codes and Standards VMS Florida Depertrnemt of Business & Professional Regulation Paw+ w1 Building Codes and Standards 1=18 Product Approval Appkn don Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLih232B4t8 Slid! saw 20 Ieh rA d-EeKna 21h L M Version MandHom Contact EapdM a ui validated my Yeldstod SntMItlId FIND Astound Am[9Xd Edina d9alEEt& 2011 EWJW Red go Dow Do rim version WnufwflEg gMfact Eyalkkbd By VeYtlsdd Submitted E lid AMrsnd AMR FLLMM W4 gob Edgv at gmh dice Dab Parwdm gad I m ICera1M Manufacture r En9dMLU Voadobd By Valklobd NWndpd FOCADDYMM Approved Edit Fla18916412 290 Bmkr or 22h Red DON PaOCNm dek ]vM version Moudgewrw Sdmhrd linatinexer&LIcamea Vesddod by iNidod Eu6rL4bd PW Aoo[oval Aaprstrsd Edna Review 2017 TAMKO BWking Products, Ice. Deism! RnOhg Kurt Eden Lche7 R. Rest Looks Bowden (417) 82446844 PE-74021 (334) 3OD-1800 10912017 f010Wm017 102=17 12122017 Approved Review 2D17 LV. Thompson, Ire. dbe Thompson Arddbcfuml Metals Company (TAMCO) Tony Chriobmn Zachary R Friend Loden Bowden (813) 24834W PE-74021 (334) 3DO-180D 10/1d2017 W102017 10/172017 1211ZW17 Approved Revision 2017 L.V. Thompson, kto. ribs Thompson ArdthcWrel Metals Company (TAMCO) Tony CMsl nan Zedhary R Press Loris Bowden (813) 24834W PE-74021 (334) 300-1800 101102017 10/102D17 10M72g17 W2/2017 Approved Revision 2017 L.V. Thompson, Inc dbe Thompson Architecture! Metals Company (TAMCO) Tony Christman Zscheuy R. Priest Loden BONKIM (813) 2483458 PE-74MI (334) 300a8W 101102017 10I102017 10/1712017 1211202D17 Approved subcategory: Unde lsyments keml_odenQtemko.cem Category: Roolmg toltMomehl oo6ng.c m Category: Roofing tcnyogksnmelakooarg sore Cebpay: Rodteg terny�panBEat00kgAwn Compliance Mehod: Evaluation Report from a Florida Registered Architect or a Licensed Fonda Pmfeselonel Engineer Subcategory: Roo" Accessories that am an hnegftl Partof the Roofhg System Compliance Method: Evaluation Report Ban a SubCategory: Facing Accessories that me an "relPM of the Rooag System Cm WkN U$bW Evalaton Reportfrom a Subcategory: RooSng Accessories that am an IndogralPad of the Roo6nti Systam comphance Wthod: Evaluation Repoli Sown a ■ Florida Registered Architect or a Licensed Florida Florida Registered Arddhd or a Licensed Florida Fbrkis Rsgbhmd Architect or a Licensed Florida Puufesslonel Enpbaer Professional Engineer Professional Engineer AppirovedforUse, Approved for Immct am" EBP 6 Products Nodal.NuarberwNMneProduct No. 15 UL 0soorhadon Asphalt estimated organic let 01/072019 In j 1�Ja outside Yes NN@PMOSM Yes N)A WA EffiEProduct Model. 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Buckner, R.E. Steven M. Unch, PE (501)982-6511 PE-31242 (717)M7,8454 04/092DI8 12M V2017 04/152010 061122018 Approved 226 rtM version Minbctum E011 w contact ValidatedFp 21M Rik Yeadod EWMftd Dider Pmubs gate FWAw vl Approved Edam Revision 2D17 L.V. Thompson, Inc. the Thompson Architectural Metals Company (TAMCO) Category: Roof i; BubCateppry: Roofint Aaesaorbe that are an Integral Poet of the Roofing System Tony Christman Zachary R. Pubes Lode Bowden (813) 24634t8 PE-74021 (W) 300.1800 hwftamhiooag.can 10/1012017 10/102017 10/172017 12/122017 Approved Review 2g17 Florida Metal Products Inc. Cdepay: Roofing SuhC&M".- Roofing Accessories, that am an Integral Pert of tM Rooflnp System Compliance Method: Evatmtion Report from a Clank Jones James L Bucker, P.E.® Micheal John Rather, (904) 783.84M CBUCK Engineering P.E. cbdall8am xro m PE 91242 (561) 414-7557 IO252017 10105/2017 10MM17 12112FA17 Approved Subcategory: Roofing Accessories that am an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect era Licensed Florida Professional Engineer ecwter@lomanro.com Revision 2017 BIWA Roofing / Mortatifetle Category: Rooang Subcategory: Roofing Tee Compliance Mead: Evaluation Report from a Product Evaluation Err* Thomas Jemmet W-1110 Unlem Evaluation Gary W. Walker (802) 2W22W Services LLC. 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B.�IE�S FIffi�4 W raft EmlhLor Reid dirk Ida Rek 220 & IM DON 20 oft wnatm 21h Cale to Rot Oft Parading Rek 290 Pntler.or 21M Bad Oft Roodho no rem Vrrsion Rwkion 2D17 I inubak et Borel Roofin l; / MonMLV&% category: Roo" Contact enuiRM&U� Validated By Thomas Jammed IAPMO Uniform Evatetion Gary W. Walker (602) 269-M Servbee LLC. (205) 6WI60 Validated submitted 10l1aWI7 10/OB2017 PWAmrsted Amrsvd 1017 21120 $rite! Approved Ilrs! Vend- Revision 2017 I Boma Rooling 1 Mo"Wififh Category: Roofing Ooded Emk�&L Thomas Jam et IAPMO Uniform Evaluation Gary W. VJeil(er (602) 260-2288 Services LLG (2g6) ail"180 VaNdiNd Submitted 1 W1a2017 100=17 ffiAgprgal AppLoad 1021=17 Sdaa Approved BUM Yelaten Revision 2017 thmliaca■r Global Profedbn Products, LLC. CehperY: ShWem 9sntact EDpteac[&IdennM Vagd dd®L Turn Robinson Walter P.E.er A. Tat Jr., P.John W. Kn veavkh, PE (954) 6insora 6 i+E-44187 (9 7T2.62mA VjdMad EWm1Ed F&CAnomvd OQQS 017 083112M7 0011120t7 Agmnered 121172017 Stem Approved Sim Veralon Review 2017 thWdWANrsi Global Probctlon ProdLLC. C students(964) Contact EmeacciLkamt Validated 8, Wafer A. Tkn Robinson A. TM Jr., P.E. John W. KnezeNch, PE PE-44167 (g54) 772.8 SSB-7645 2L4 valWmad Submitted 0IM)S 17 0&312M7 FHSBMmval Amnovd OWII12017 1mH22017 Elsa Approved Q Su6Catepoy: Roofing TIN thomesJern e�DoraLco SubColagwy: Roots 70es tlromes.lemmottaborai.co Subcategory: Stour Paned tim.robinesn®pPpad.ecmCategory: BubCatapory: Storm Panel tm.robkson®gppant.00m Compliance Method: Evaluation Report from a Product Evaluation Entity m Compliance Method: EvakmOon Report from a Product Evaladon Entity an eompum-Med dz Evaluation Report from a Florida Repkbred Arddhd ora Licensed Florida CompNr MAroh Evaluation Rportftm a Florida Registered Archhct or a Ucenaad Florida Z FU76494M1 Products ProbsebneY Engineer Ptrllssebnat Enphear Q Approved farSiM la= It:don SobLAUMM Apmmrod W Use Atacroved for Uft UMO 20M 8 FLiHS07SMProductoJ Eat InHI Otftido BMIldnt Progress Am PmdudMoM.NuNerorNema Product DelodoOm Contract Expiration DON h outsideHVHZ ! Po m QuuaMrAesurerao Acarovadfor ties Awe pgpMd DNIM audivAsymme Approved for Use Approved for Use WM*d ggpt a 19 Saxony OW- Country SIW, Shake. Stab&amp; Spa Fiat Protib-III Wade, FL 10/042018 No Yes WA WA 20 army Qua - Shake &ww; Soh Flat Prose -Lathrop, CA 15,0412018 No Yes WA WA E29-0 - ProduetMetdLLNrmaaror Napr ProdctDredoitm conum Enbodm Wte Nn VHZ otdmft gnidEd Pry Egg Product Model WrnbaruMsn COMM&Esdmbn Dab inl1. .t■$ sera Pfl"M Shake 1 20 Gags Gehembad Steel Storm Panell IVHZ Corrugated Galvanized Stet Skim Panels retained 12/312019 Yes Yes Yes WA 2 24 Gage Galvanized Steel Storm PanebA1HVNZ Corrugated Galvanized She Skmn Panels nicked 12312019 Ne Yes Yee N/A or not by tracts to paterW hurricane Protection. or not by tads to provide hutrka ea protection. SHEET N0. PA 1,2- ■ C Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel all 117 019 Pistils Department of B11>S & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace 1 d 1 116,7018 Code 9witv or Date 292 Date Pending Tv"a Version Manufacturer contact Enainesr & U- Validated By Validated Submitted . FBC Aporoval Aoorored Status Revision 2017 All American Shutters and Glass Mike Barblerl Frank L. Bernardo, RE Troy Bishop, P.E. 04202018 10202017 04202018 06/122018 Approved Salts EntiaC.� Do Dais Dols. vrtdwa By Validated Submitted FBC Accrued Dent Agprovgg &me Category: Shutters (561) 712-9882 PE-0046549 (954) B47-0880 I= YJ1QIm i icial"rst Santegf Eel ti. subcategory: Stone Panels miker@allamericanshutte Revision, 2017 rIW Bakag Components Group he. Sk" Lwrb IOC Evalwtlon SWVIM LLC Warn M. Rained, PE 0WI WM17 oa1072017 09212017 Approved Compliance Method: Evaluation Report from a rs.can Cobs": SIrlA3ural Components (847) 918-&/73 (407) 881-1017 Florida Registered Architect a a Licensed Florida SubCafagoq: Truss Plebe skwlialialphieftoom Professional Engineer Cwiparw Mechelen Evaluation Report hen a Product Evaluation Eniy , .. - - P1�99B-0 Pn te S-# Product Model. Number or Name Quality Asshrmwe Aonroved for Product Desalotlon Contrail Emlratton Date In HVHZ Use (lnuroved for Use Impact Outside HVHZ Resistant Pressure SH.VDCAn1md Aaoraved.t4iSae Auprovadfnr Lae Imodt Daum 1 24ga Golvanind Steel Slam Panels 24ge Gal nmiaetl Steel Stem Panels 12131/2019 Yes Yes Yes NIA Slat: Product AIDOL Number or Neer Product Description contract Expiration Dab hSffiQ. Outside HVFQ BtMlleat Pnuan 1 nW BCGIAyM How Senegal (18anp: s) Metal connector Plate I=Iiih Z2 Yes Yea WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs 1 d I 1I542016 PIS Sf41111 Eotial9r DIM 21M Ddl pendim De% I1n! V-1- Lameall"ale SgagaiI4d FWAaom1.1 A SMaa Revision 2017 frW BUBahg Compensate Group Ina Short Lewis ICC Evaluation Service, LLC Walem M. RonlorL PE DOM W2017 0W07/2017 0a212017 Approved Carepory: Structural Conslonanb (847) 9184N73 (407) 6814017 &uhCal,pory: Taw Plow eMwb@alpshearr.can Compliance Melhed: Evaluation Report from a Product Evaluation Entity Approved for Use Approved for Lim imma gin SlaS! In S ub"ll, RaiNUM Pressure, 4 ITW BCO1Abkr Wee Metal Connector Plae 12m312022 Yr Yes WA WA search CdtHm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 or 1 I/&+2rI6 1Ri21A41e 201111 1111111ILM 21M 21M. D&Pmdhm no MEN Ymgn corms 8. Lapareas VaNtletad ft Validated sly F&C 8ancNall App®ad SMaa Revision 2017 MITek Industries, Inc. David Wert IOC Evaluation Sarvla, LLC IOC Evaluation Service, 10llOM17 1011WM17 lor2=17 ApWand Category: Bbucani Components (314) $51.7480 LLC. 9ubGolow. Tres Plate, deor1en6Lcom rMM 699-woo Compliance Melded: Evaluation Report from a Product Evaluation Eadly. Ftnt974te Pueduete QUIMdW=nm Apt Approved Icur Use laaa9l Palm Sea! In tttdli I g HVM tiaMml F/xMdn 1 M18SH8 18 ga. super high strength truss connector plate 011012023 Yr Yes WA WA Shcah.EdWY fLaiid4as Sails mme Marslm Revision 2017 rIW B"V Component, Group Inc. Caegory: structural Components subCocam: Tars Pbw Compliance N umk Evakwtlon Report from a Product Evokcdl= Emly Selo Product Model. Pointer or Name 2 nW BCCfAlpire Hbge Ph* nr11074f8 Sale Ste! volatile jagaftiam Revision 2017 Mrrok lnduaMee, Inc. Category: Structure] Components SubCdom: Truss Pbtes Compliance Method: Evaluation Report from a Product Evaluation Emily Fll27974M Puvduote ftl Product acclaim Number or Nam 2 Mil IQ Florida Department of Busatass & Professional Regulation Pep.1 di Building Codes and Standards Iffimi6 Product Approval Application Detail Enth Rik 20 Dab Pftdlm go Enumaor&Uarw VepNted By Y Submitted FOG Approal Aolassd §NR Short Lewis 10C Evaluation Service, LLC Willem M. cooled, PE 02M WA17 ODWrA17 0912112017 Approved (847)018-6473 - (407)881-1917 sbwboo411hheltw.eom amimLaumm Abomyad forlst Aaoroed for tbo laud Dual P Injim IDtlf111110,HVHZ Roalleftee Fnum Maltl Connector Piste 12/312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codex and Standards Product Approval Application Datell Pegs 1 d h ifflima Florida Department of Business & Professional Regulation Page f d 1 Building Codes and Standards 1 s2o1e Product Approval Application DetaD B #toep u Salt EW19cd[ tit& DIM ombpwwbw Bent IYaE version contact lWkkbdBv Manld@W lijbiallial FW Approval Approved satin Revision 2017 ITTV Building Oomilonente Group Inc. StuartLewis ICC Evaluation Service, LLC Will M. RaNaA, PE O21192017 O100712017 09121I2017 Approved Comm: sbudural Components (847) 9188473 (407) 681-1917 WWAftW. Truss PINss o -con, Oempitenee Method. Evaluation Report from a Product Evaluation Entity drOhrArunres Approved for.Use AonrolredforUtes bow Dolan All Nnibwwmam Product Description a Ino p� 3 I1W SCGIAIane Tretox Metal Connector Plate 12131/t022 Yea Yes WA N/A Ers&Lts 21& S* DMPMXVM 21& DmM S)e.4aae t ECWoelLa Lic Nt Validated S.ub itbd iWdbOnllal Approved am& Min version Ia YLLIN David Wad ICC Evolution service, LLC ICC Evaluation Service, 1011W2017 10119=17 10222017 Approved Revbton 2017 MiTek Intlusaiee, Inc. (314) flat-7480 U.C. Cahrscry: Structural Comporeras dWertQod.o0re (205) 5901E subcategory: Trues Plates Compliance Methed: Evaluation Report from a Product Evaluation Entity Approved for Use ApprmIffi.BtUl" lmaxt Dolan ELAIII74M Promrte it, tti(FS Sa�HYllt BnIMlgot PrmMe lag Product: Model. Number or Hans is go. truss connector plow 011012m Yes Yee WA WA 3 MT18HS Florida Department of Business & Professional Regulation Buriidill Codes and Standards Product Approval Application Detail Page 1 of 1 116=18 ice'$ )ih 20t pabpmwum DMa. &smut Enclose A.LhsyattAN.dBy Validated S&MMlad FBOADN4Yal A9armud AMR David Wert ICC Evaluation service, LLC ICC Evadwcon Service, 10/19=17 10119=17 10rd=17 Approved (314) 851 1480 LLC. dweA@rrilLwm (206) 59"M 011, Assurance, Approved fair Use Approved forshe linpsll 21WM In HIM iiablidlor.1111tii Rnbbmt Prua9rs I ga. high Strength buss connector plate olmlr 023 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.w I of f 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.w l d 1 115016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail fops I or I 1/srmla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape, d, laws F=97415 220 Sam or 20 RIM Dab pamum Dk nA1974te Sad! Pig 20 DIM Daini mr 291 FLOSW4a gyp& PPS Dais 20 Dew 21K Fly Sale Rom Dais Do Dab PONKM DIM mm! Yminn NrddkdbM ErKd LaLitarace Validated By Validated Ellhnlial FOG AYa®al Aoamtd Smla Ilan& Madan F ALi� VaadWdey YNkellood submitted Ply SMaa mme Manua meautiaijill Fm-till� V Ink fdS, Yam S1lnkbd FI CApawet Aoarmted Sena Min Maxim Mdamileux EopilaerILkwaseyaBfmdBy Ye ll SdhmtiMd MICAmeever AppmYffi $Mfrs Revision 2017 Mfrak Indatlm Ind. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10119=17 10M912017 10=1117 Approved Review 2017 Oil Industrial Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Senior, 101102017 10"Mi7 10222017 Approved Revision 2017 Weymhssurr Rob Bold oln ICC Evaluation Smvlw, LLC Jam s A. Rothman, P.E 06222017 06202017 97/03,2017 Approved RavNbn 2017 Weyerhaeuser Rob Bellcore MC Evaluation 8uvlw, LLC Jmm AL Rothman, P.E. 09222017 0642=17 07/03*017 Approved Category: 6eudural Components (314) 851-7480 LLC. Cate0my: struck" ccmporeMs (314) 861.74e0 LLC. Category, 8h: Components (6�) 839.1344 (RobeA.ae 7ld CRDWT. structurs! Component- (M) 76 (606) 6�-1344 Subcategory: Truss Plow dwartQm&.oJm (205) 599.9800 SubCrYpory: Truss PWr daeAQmli com (Zpg) 599B800 EryehmeBed Engli vin wayama Compliancy: Ergkee Lumber Raba. W Compasses ill ~ Evaluation RepoANom a ConplWhw Method: Evaluation Roped ban a Compltenw Matlmd: Evaluation Report from a eww.00m Compliance Method: Evolution RapoA Ban a eurr,com Product Ehrahhetbn ErNy Product Evaluation Entity Product Evoluafbn Entay nAW411, Product Ev*kWM En&y ae Phodrte RA19741! Prparte Qwft Assurance Approved for Use AOproved for Use lmM 29ft FLmelf- H Products QueMAnmrAo Approved for Use Appro[d.for law 22" QWIW Assurance Approved for if" Approved for Use U210 Dean Geller Assurefiress Aaprond.For Sh! Agorovocl for Use fi>seet DstlgB seas Pm&wtMoM.NanbworNama Product posorbom ConbidEsublOWDOO In HVIM; old Resistant Pleasure AW PmduotfAo6LNuwbwwNaw pmdudpondodm contract Expiration DOD R, Mfifil outside NYf¢ ! Peru@ Sea.! Proaa9lModet.Number prarms PmdudDomkOm CatiMESoketlon 11a; D1ftwo1 ) press" Sea# in outside I11Hiz liu P 4 MT20 20 ga. Wr connector plate 01/01/m Yr Yea WA NIA 6 MT20HS 20 ga. high otrengt h truss connector panda 01/012023 Yes Yes WA WA 1 MWMBem LVL Laminated Venew Lumber ONI2019 No Yr WA WA 2 Pera9om PSL Parallel Strand Lumber 03/312019 No Yr WA WA search Cdb,% search ScdWY Search Cdhl& Florida Department of Business & Professional Regulation Pep i d, Building Codes and Standards 1=18 Product Approval Application Detail F Sad, EaYbtor Dent DM& Date POMNM Dent Ilan! Ymim i Smmlvd IOMM FOGdoonclrsl Ammrid SMaa Revision 2017 WOYW-wer Rob Beidvnn ICC Evaluation Service, LLC James A Rothman, P.E. O1114=17 08I202017 071032017 Approved as"": Structural Components (20) VA-6470 (808) 839.1344 Subcategory: Engineered Lumber Robert.8aldivAlifiveyorks Compliance Method: Evatoedon Report from a euser,00m Product Evakrtlon EnMy Que Assurance Aanroved for 6nizin I t&L(Mt drool! a" S!!F ProcluctillodaiLliumberorlissas P hm i lm !ice Pressure 3 TkrieBrnd LSL LWr*lMd attended Lumber 03f rmo No Y" WA WA smrch create, FLSIT44U Lade mm Yuan I4rsi9aww Revision 2017 Canmerchd Concrete Producto,ma Category: S6udurN COMPOrW te SubCetepery: Products Introduced a a Resut of NSW Technology Compaanto Method: Evaluation Report from a Fledda Registered Amhaedora Learned! FbAda Professoriat E apnear FUf17744fe Pnetnete &a Product Mehl. 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Rommen, P.E 08222017 08211=17 07/032017 Approved lbbow- SkMWM Components (263) 924-6476 (608) 839.1344 SWICategory: ErGhoored Lumber RpbarLBaldwdrGoloyeft Cuhnpbeeae Method: Evaluation Repo. from A eurr.com Product Evaluation Ell* Approved for use Approved act Use 1=0 DOMn S!e! Pry control Expiration Dab In HVHZ i ! pease 4 TJ Min Bard Structural Compares Lumber or oriented Strand 03/31=9 No Yea N/A WA bard Rim Board Florida Department of Business & Professional Regulation P.ge i d 1 Building Codes and Standards 115/2th6 Product Approval Application Datall I3 Lads Enwor Dent Did DabPONOW DIM im Madan Manldta9a0[ Ew1o�iS.Llgm! MiaadlMAffi Y aLdmiew MAlaroval Approved AM & Revision 2017 Weyedwish r Rob Baldwin ICC Evaluaben Service, LLC Jame A. Rotliman, P.E. 08222017 00120=17 07A=17 Approved C•bDorr structural Components (153) 924.6476 (flu) 89-1344 SubCab9ory: Engineered Larder RdnmtBaldwteflifiweyedhe Compile c M.0 :Evahrtlon Reportfroms susercom Product Evaluation Entity f0.pa6274M Produuste Approved for Aoam(d.Mr then am09L 22WM MIA InHVMZ D1tleldstllmiR29hl pnmmn S Wayerhruew Rim Board Oriented Strand Board Rim Bard 03/8i2010 No Yr WA WA Florida Department of Business & Professional Regulation Page 1 o1`2 Florida Department of Business & Professional Regulation page 2 0/2 Building Codes and Standards 32e12016 Building Codes and Standards 3212018 Product Approval Application Detail Product Approval Application Detail Quality Assurance Approved for Use Approved for Use impact Design lag Product Model. Number or mum Product DeseAmlon Contract Expiration Date )n HVHZ Outeltle HVNZ Resistant Pressure coo7ypg ErdIN or pd{g pale Penmhm gg(g 18 26 Ga. Gut1PBR Mn 26 Ga. GUIfPBR Rod Panel over tx4 Wood 04/122024 Yes Yes NIA +N/A/ Version Manufacturer Contact Easter& License Validated By Validated ,QMe submitted FBC Approval Aporoved 18 25 Ga. GuffPBR MinPur26 over 15/J2&goof; llywwd Mn 26 Ga. G91iPBR over 15732&quo; Plywood 0411212024 Yes Yes N/A +NIAI 6F N/A/ Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Denfd S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 12/12/2017 Approved -154.7PSF Category: Rooling (352) 498-0778 PE-75519 (334) 300-1800 20 26 Ga. Gun,&BR Mn 26 Ga. GuI1PBR over 10 Wood Pumas over 04/122024 No Yes N/A +N/A/ SubCategoM Metal Roofing inforsgutfcaetsupply.com 15/32&quo; Plywood -151.7PSF Compliance Method:. Evaluation Report from a 21 28 Ga. Gu[fR[b Mn 26 Ga. GulfRib over 1x4 Wood Pudins war 04/122024 No Yes N/A +N/A/ Flodda Registered Architect or a Licensed Florida 15/32&quo; Plywood -164.2PSF Professional Engineerlyw 22 28 Ga. G.IfRib Mn 26 Ga. 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Versaloc 1.5&qua; V.-Loc min 24ga. 16&quo; wide Roof OV122024 Yes Yes N/A +N/A/ Panel over 15/32&quo; Plywood -123.5PSF Code Version: 2017 FL#: 11651 8 2&quo; 24ge. MegaLoc Min 24 Ga. 2&quo; Meg". 18&quo; wide Rod 04/122024 No Yes NIA -NIA/ Application Type: ALL Product Manufacturer. ALL Panel over 15/J2&qua; Plywood -108.5PSF Category: ALL Subcategory: ALL 9 24 Ga. Gulf Lok Mn 24 Ga. Gulf Lok 16&quo; Wide over 15/32&quo; 04/122024 No Yes N/A +N/A/.96.7PSF Application Status: ALL Compliance Method: ALL Plywood Cajality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL 10 24 Ga. Gulf Seem Mn 24 Ga. Gulf Seem 16&quo: Wide Roof Panel 04/122024 No Yes NIA +N/A493:5PSF Product Description: ALL Approved for use In HVHZ: ALL over ix4 Wood Punins over 1&32&quo; Plywood Approved for use outside HVHZ: ALL Impact Resistant: ALL it 24 Ga. Gulf Seam Mn 24 Go. Gulf Seam,1 3/4&quo; Snap Lock, 04/122024 No Yes N/A .N/A/ peslpl Presage: ALL Date From: ALL 188.phd; Wide Roof Panel over 15/32&quo; Plywood -i08.5PSF Dale To: ALL 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&quo; 04/122024 Yes Yes N/A +N/Al Plywood -l56.5PSF 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15/32&qua; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel over 10 Wood 04/122024 No Yes NIA +N/A/ Punins over 15a2&quat Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok Ie&quot; Wide Rod Pand over 04/122024 Yes Yes N/A +N/AI 15132&quot; Plywood +161.OPSF 16 26 Ge. Gulf Lok Man n 26 Ga. Gulf Lok 16&quo; Wide Roof Panty over 04/122024 No Yes N/A N/A/-63.5PSF 15/32&quo; Plywood 17 26 Ga. GuIfPBR Mn 26 Ga. Gulf PBR Rod Panel over 15132&quo; 04/122024 No Yes N/A +N/AI Plywood -154.7PSF Florida Department of Business & Professional Regulation Paw 1 or 1 Buiidat Codes and Standards 15=18 Product Approval Application Detas nmaooma 220 enterSr ftk 21k Dab Plandires Dent Mae version Maukaam Contact Batchelor aLoonsis YetMetad By yy submitted FBC Aoamat Appealed SMau R9WBIDa 2017 CAST-CRETE USA, IM Craig Perrino MBMW)"e BCCO-CER L4bn*Dade BOLO-VAL 11/142017 10/18=7 112112017 Approved Cabpory: struck" Components (813) M 4641 (788) 315-2690 Subcategory: Products Introduced as a Result of apanino®wstanA,.can Now Teleology compNaew Misled: Csmseetlon Mark or Lbag FM5&$10 Portugal Qu,ft Asirwookle, Approved for UM Approved for Use bal polon sal# emduotMmbLNwcbWWMam. pmdLictonabo, contract Exptmum Oak In out" Pressure 1 High Strength Concrete Lkrls 4, 6, 8, Sad 12Inch Wide lriteb OW UXI$ Yea Yee WA WA search Sonsole, -F-a -� CU > (3) }a a--r U N Q O .� Ca C.)� IW O O 'mayy O t_t_ /�� 0 �^ VJ Q a z z W J C/) O -4-al n L) C/) -t:f O W Cf) Lc CL cL U O L v t/ V W IQ Z z Q J d. 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