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HomeMy WebLinkAboutHidden River (2)E: FE71 El 17111:1 a IF71 D IL a a a a a a a ❑ !� FD DEJ ❑ ❑ D EIFEIID7. � H 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 ABBREVIATIONS SN1 DETAILS S3S STEM DETAILS AB or A.B. Anchor Bolt ABV or Abv, Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT orALT. Alternate BC Base Cabinet BF B'Ifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFOFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each EW or E.W. Each Way ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EXT or Ext. Exterior EXP or Exp. Expansion FBC Florida Building Code FDN or Fdn. Foundation FXD GL Fixed Glass FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.KNUaII Knee Sp KS or K.. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MGT Management (room) MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MW or MICRO or Micro. Microwave MIN or Min Minimum MIR or Mir. Mirror ML or M,L. Microlam MONO or Mono Monolithic NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L Parallam PLF Pounds per linear foot PLT HT or Pit. Ht. Plate Height PLNT SHLF or Pit. Sh. Plant Shelf PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAG or Rag. Return Air Grill RAD or Rad. Radius REC or Rec, Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS or R/S or R&S Rod and Shelf SO or SD. Smoke Detector SQ FT or SF or S.F. Square Foot (feet) SGD Sliding Glass Door SH or Sh. Shelves SHWR or Shwr. Shower SHT Sheet SL or S.L. Side Lights SPF or S.P.F. Spruce Pine Fir SPECS or SPECS. Specifications SQ or Sq. Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.Top of Block TOM or T.O.M.O. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT orVert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or W/C or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 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 REVISIONS 08-20-15 1.0 NEW BASE PLAN. 1� 17= F INJ F1 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES CODES L t�l/ORK SHALL COMPLY VVPiFI PREVAILING THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT FOR SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID NATIONAL NATIGN.A�, EI.ECTI�?IC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. REVIEW DATE / 2 S 201g,` CITY OF p� ;L41 V , . 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. PLANS EXAMINER 1791 CO Z M _ o z�z J CL U) z V) ( W cr> w ru p O w c Ln .� No N CM U m t- w MalU (D M M N ,0 M . _� o00 C) N� Ly I'd$ tLL00 O Y o ¢ rn rn a o rn �v rn Q¢''1Jo B D® N�C ,+,� • IN N t� � c' V N I� V +1 Z LU $C$Z 4e z � o ' j p aLU ; v N °: w LU V¢Eu: ; zo �< a� V! •g m $ Is Z VIM \\ �4 ��t,tlill 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. LENNA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �o Z Z9 EF W W0i ~Zw S M Z Z ogi�o � LUuJ " o L LLJ Z z (Y- cc 0 a LU I— O a o 1 u J U J LJ 81 819 o J UO Av' LU �ma *k rl w W a¢uJ 0 zt\ z�� oo�LL w Lr) w =aZ J r-i L1.1 rn F Y N � Q z to X2t2Z k 00 l� z &YR m O � Z = a� rn ,--I a cn s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. C S 00 -5" A O33 35-SH \\ I \\\ w OZ w Oz U)J �J \ rU NUJ \ \ 30'-0" N in N CAFE ` -, 4 -0' \ FAMILY ROOM VAULT. CLG. r \\ VAULT. CLG. CARPET CARPET PATIO 0 \\ T - ao CO11 �- O ------------------------- ----------- ----- in oo o 2:12_�SLO�PE� I I I I s,. I 9'-0" 3'-8" 2'-8" 4'-3" 6'-10" 3'-7" 5'-Y. 1 ' a G R ER VENT 1 S3 TH U ROOF - CD � � ri I II- LL JI IL - --00 �_ �- -- - - - - - 1 i' (4) 2x4 #2 SYP I O w I D.W. I o o STUDS W/ USP G 1 ,� 24 j e :3 = HTT4@ BASE S3 Od 2461 _2" _ - 9' 2j1. IN DIS -581 q N I OWNER'S SUITE ' 8'-0" FLAT CLG. I PANT =w _ Y - TIE CARPET tno T LG.'RA G If)- 9 30 30 9 TYP @ 1 STORY I 5-SH O 0 o -' T A S3 60" X 36" R&S SHOWER O N 8'-341' 3-841 FIBERGLASS Cl) ihN 09 SURROUND w 4068 B.F. N C7 A w 12, j8„ O '-3z R 11'-4" `" 7�, 2668 -------R&S-- I--- 2668 0. BATH .... '-0" FLAT C G. G W.I,C. T 1 ` °° 81-O" FLAT I 00 BEDROOM 2 CARPETLG 04 O 8'-0" FLAT CLG. CARPET AC PAD M --------R&S--I---- --- 4-SH I EGRESS 25-SH H.B. QD co W FIBERGLASS SURROUND l•LR•11.9��� If�l fiH =LIN CARPET 9'-4" FLAT CLG. 10'-4"HALL 1100 2'-4 H co I r� EGRESS 250 V-4" ENTRY 8'-0" FLAT CLG. HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" a) �- BEYOND WALL 2-CAR GAR GE 8'-0" FLAT CLG. 141- 'BEDROOM 8'-0" FLAT CLG. CARPET 3'-0" I ~ I 0 I I I I D I S3 L---- ------ ------R&S G.T. W7 40681B.F. 9'-8q" I EDROO 4 8'-0" . FLAT CL CARPET 0 co A S3 W OUJ� A W M HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 8 18 4 X 371 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X251 S.H. 1 H 3 27 1/4 X 38 26 x 37 j S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37'jX26 36jX251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 52 1 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J x 62 4 S.H. S.H. 36 54 X 72 52 j X 71 } 39X59 40 X 59 WA 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. Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.71-30.8 © +29.7 / -39.2 © +28.3 / -30.8 Op +28.3 / -36.4 OE +26.6 / -28.0 F +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE is AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 11111111117MMASONRY HGT. @ 9'-4- A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED UI �_FEE z ch 0 - o zto z (D a w p OLU C) o0 m C14 w E f - 8 pN� M C f0 Cl) _ Q O CV U -CLL 1 00 < 0 ¢ IT M o. c - v v rn ¢ o A 1 El D. N�C BD C 1 N �C14 10 V1 N O N # �NmZ U) Z W � z H w ii U W k W v a Zp=`grn �� pa g; J)J, < :� o O P U ��r✓ Q �,F �(�J�OfiESSIONP \�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 uJ F LU UZoo z W W Q Ce 8 W N J W m�e L z z > O ¢S zZ O a LL ^ I..L LL a O j W o00 a v' 03 SomLu �} •�` ^ T' oao� z¢W Za W W Q Q $ � u_ z z o�P W a�t� LU L Lin a w z �LW� $Wz o � z a0S v, O oo z g = J In aLLJ � ,-I a to I s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 1.0 0) 02 00 = MIRROR OWNER'S BATH KITCHEN ISLAND 0 70 KITCHEN rn 0 M N 0 T T CV OPT. REF. KITCHEN INTERIOR ELEVATIONS I SCALE:1/2"=V-0" 1 0 u7 z � z� z Q Cl- TIM nU, V W Q •V — O LU , v) F- �Ln ~ M V U N LLJ pO wig~ U pC�� Mp M N O M _ O O N "-03 U o Q a co 2o o OI .4 nv B D® N�..� d 10 o LU W z W Z p Cyr¢ ZUn N (� LU, ,' O � +`\�VWW.NG.0 M R QNP����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o of U4" 0 V U Z Q Z z � m O�'Yo U{ 8 w�- N /^��, W F W Z O / i Z Oaz CL Cr �Zd 0 W F— w V _ `/ Z OwZ 0 0 J 0*1 iamb O w r u� w Q WIT ~ ld a '-2 Z z *� �aRZ J � � a � z ¢w aZ�� Z o 00 z ZS IR O n rl d U% o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4v0 SHEET NO. 2.0 00 co 's F4 F5 12 51 12 �5 HEEL IMI I'I II'I ICI ICIlollICI III 16'-0" RIDGE VENT 12 5� 3'-0 RIDGE VENT 12 �5 FRONT ELEVATION - Al SCALE: ,,o-,.O" T.O.P. T.O.M. --—'IOL!------------------------------------------------------------------------------------------------- 1r_$rr HDRHGT. 01 �N 21_011 TEXTURED _ o CEMENTICIOUS O FINISH ON C.M.U. co co (TYP.) Zo 25 SH 25 SH F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLONWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFITVENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. C9 "' z — o z�z Q U, zCZcn (D � "' w n� d O w m o (t1i CO N W E aim� C) ch `vim = g? �i 0 0 0 U o � <cm U) o LO$�r rn Q 0 Al, BID. N•C.H.D.0 N tw 0 N VZ �zM W 0 U) MN � z LU �LLo w W 9`� .p _ W -ELL 0 -Stern (a � E `d wLL w.r s 00M.. v �.`v ' C0 � iy Z1. �;r9r���lff 66Q 4t1t��l,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �Z W z¢ za2: W00 z 0 zoo ZW9gz §mow CL LU u- W OW�LL-.N ~ LO W El i cu J Ld zz Q o fz Q CL CL U 0 Z -JLU U _ Q W �Fo 0. 0 a uo�� N, � z¢Z� Q ~� Z z o o W °' 0 J In Q didi ¢a z z N O *i 00 z z U $ z O 0 � � Srn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 3.1 6.0 A� t1Q E I E 0 12 Z�5 T.O.M. HDRHGT 1'-0" — ------------ EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - ' FINISH ON C.M.U. c? °O (TYP.) zo ---- 5068SGD---------25SH— 25SH 12 5 4'-0" RIDGE VENT 12 5� 1� $' TEXTURED 9 CEMENTICIOUS ao 50 FINISH ON C.M.U. co (TYP.) 16'-0" RIDGE VENT 12 ;:�._ 5 --------------------------------------- -- - - -- TEXTURED CEMENTICIOUS 10 FINISH ON C.M.U. (TYP.) 35 SH F.FL - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — [_] [ ----- REAR ELEVATION - Al 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 wail cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA I 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 zo z� z <[ 0- Ln (D Q) C w •V — O w C m t— r a— 2 co(u � o 0 m N w E m@M _ U O 00 L`- N o Q rn o- o Ln 0CL v rn Q o B D® �A O +� LU c•�i rn � Iw Z W oNaZ Iw azz w W i P a� W v Z o oC ••�w y V m oti�{ a1 d LL W 4 N Q M An O U O 11111/' % ❑ U V"f IV �NSE•• ••. •�G J �6�� 04 . U � Ca0 III1 !1'�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 5 1 Z P Wn Za CJ) of a LLJ z O '4860 F= Z��� 2 z z j d f J O&�o `�1Lo L J W Z U U 3 N o ;� z W ° _ 0 0 Z J P LU 0 i7ma N J Z�Z� wLau�¢� ~�gg LLo Z z ,—I of o� � a¢zo W J U) r-I lI I � IJJ Z � O V) 1- � v a N $ O OO <CQ0 Z z 0 0° 00 Z g = rn a tL Ln o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET" NO. 3.2 ■ 2„ V, 2" "NOTE: VARIES i'-10° 12 CAP T CAP Lv iv FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BY 1/2" RADIUS 3 1/2" RADIUS `�rCD _ iv in - COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2"� � _ c� 3/4" RADIUS 4 V-54" _ � N BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF 1" 4" VARIES "t 1" OPENING VARIES 1'-4" 0 22 12 VARIES CV VARIES 1 1/2" RADIUS r 4" 34 4 CCJ - MI.V 2 1!2" RADIUS LO T filet Lo �Tv Id' —0 lIJ A" VARIES 12 1, 3z" 11 32" 1" 1" 1" - iv r N 3" ,,, 2 2 BASE BASE 71:1 i" i" 3,, 3�� 4 4 1 �_$�� 4 I i 4" ^CV i2" ""NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN d Lo REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 1' DETAIL TO BE 2 ' 2f BUILT W/ STUCCO. 2a EDGE OF OPENING . , T 0 1-1/2" THICK 1-1/2" THICK 101, N = r .Z1n 4 d 10" 6" � N r —81 T Ia r (fl CD = C IN � a' 1f 2 _ CV 2" 4" 3" s" 2" 2n N In w_ fn _w (Y TM M1 3 v 1-1/2" THICK,. y 211. 4 ^c� v S 00 ,- 2'-4" 1'-101, 'v 52„ 1,-5„ 52 CV n 00 I I zo � a" 1° 12 o Y VARIES VARIES fb 1 2 to 21 Q ` • VARIES VARIES a 4" 8 i" �,� r o o _ r--------- _ 00 3" q, y 6" 4" KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL co Rs co 4 2 44 , R y 4 3 00 I 2n 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" a' 2 NOTE: • INSTALL OVER STONE, TYP. = VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 1''64" i4' 12" 1-4' °O 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5 " i T-8" 7' L� CL E 4" T-0" 4" 101, l'-4" 101, o C� v E S to fb tt N 1 Di v N J _ CV ill b r iV Rs i ay T CN C Cam) i o coo-7 CL 1 ' Rr0•- i1„ N i 2 GENERAL. NOTES: • 1.5 LBS DENSITY STYROFOAM w H 0 ACRYLIC SAND FINISH C9 r Z M _ o Z z f2 +� z � cn w O w C m IE V 0, �� m w E — U M N rwig _ O O o �7Ny LL! LY Y ¢ m Y f� CL rn Q o B D® N C•H D C .w ew pp R N v O LU Z W M��Z � z M fn' _ y � C. R_nm W v> g a = Z 0 f � a A W A< A P v U � WWW.FDSENG.COM 0 N N N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z w� �F oo z Lu J �oruz O��o 8 LLLL N W oW© L Q zz zz C)� �1 N rLA O O Z ::1zw VUO = � 1he o 1W ON Wom� W -u aa�� � Q g '4 w Z Z r-1 aL 6 0, C3,0 �j JJ Q i YYW Sao N O 00 Q Z Z ` p Y / 7` ILL. J• C�yN t7r O m 0 Q J = a uj SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. F1 a r v N 0 J O to W tp E O ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA1 200 AMP MAIN O 200 amp 150 amp #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu POWER CO. FEEDS 1 i INTERSYSTEM �UI 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER jP WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH (L-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 P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e�D TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Or EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 10 ELECTRIC METER _Q ELECTRIC PANEL _ E" DISCONNECT SWITCH ® SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN ��� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (9D (1) PHONE LINE, (1) DATA PORT GFI J \ \ iiiiii CAFE \ FAMILY ROOM \ l/ -- ----------------------- ROUGH -IN FbR OPT. CLG. F�N/ LIGHT PRE -WIRE � I t � I � I � 1 I (r1.H� I ■ 1 r k / OW�R'S 'IT E I G ' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE H.B. W.I.C. -- PENDANT AS PER SPECS I —J. ;SINK w/: DISP . ----------------- O DEDICATED RECEPTACLE!--- FOR MICROWAVE RANGE C.M HOOD PER SPECS =1 MA MI-6 AS FOR �� C! •' LIGHT PR!EtWIR�; BEDROOM / % S. N ,i H. I ENTRY _► I WP I GFI � IRRIGATION GFI @ 44" A.F.F. F------------ 11 A I Fto9--� 11 I I 1 1�t I II rl ' I J►�. I I I I I I Ir I I I I 11 1 I I I - W. 'GARAGE GARAGE DOOR LIGHT AS I GFI VP PER SPEC % GFI A,@ �� 2-C-AR- OARA aE� � I OZ a Qa I I pQ u-LU I >W I L------------ GA @ 44" A A.F.F. )HALL \� s.D qP t),7r7 EDROOM 4 12 I I A ROUGH -IN FOR G , ROUGH -IN FOR PT.CLG FA/ LLIIGHT PRE-WINRB E D F OO M 3 OPT. CLG. FAN/ `LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4'=V-0" UI Z M — o Z Z Q Q J d 13 U) z rnnri'' (D Q) t:n W �o Ow ru �ru F-' o M U rn r- E 8, g co allto M La E M N � \ V O Z V- Q OMD o @ av rn uo 1¢ o A I B D. --: C4 N ul O N � � a l4, Z W �' z° C) U Z CHOP-t Emcg a � 9o��, w ¢ LL W Q N� thie Q 4)O U V O F. WWW.FDSENG.COM 13 ❑ 00 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com o� ce ce US Za w¢ga2' �480 Z WZ� o �W agcc LL U L Jn LO z CL g z Q g Z c U �3 0 �� a w U = W opz o W � Ne U,5Z N TI Q aR- Z Q Z < rY cle LL $q�� Z Jt�l W Z O Z8 N� 8 Na o � z Ln $' o � M/�/\ K/ Z TU 2 J 2 ¢ E V__1 d to o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 4.0 1'-0" VV. 0 I a D2 iU E DO ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented INof 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN 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. (D V Z o z� Z Q C V) C9 w %Q p •V — O W tn � .T t— U o p. Co fl- W pp ~ U N M f` -call 21 = N Q _p N O � 0 Q rn o BI N.C. B.DC N �D C'C, V� N 0 0 o a d cnMmz w 2 WAU) w S s a W W W �ELLa a ¢ _ co '5 ' o, w ENG.0 :+ • \ s,,�F�����0 �'E S S', To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z �5 UJ z a w¢ce0: UZ00 zW¢ oWz agJ '0 co F L L W Lu En z z 0 R �'� E Z g 4� N z z 0 J J w w � Opz he J 's V • O $�ma ....:. ....... IJ\ O g c ZaZJ¢ w<¢ ¢¢w� Z Z r%% r-4 OwO� J rl W �w� O 00 Q z z �QZ =(A0 Lr) t z0 a 0 0 00 g = a n ,—I d to o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4z0 SHEET NO. 5.0 D2 �fQ w M 37'-8" 1. 6'-0" 0.7'-18" 5'-28" 6'-0" 2'-9" 5'-2" 5'-1" 6'-4" 5'-0" 3'-0" TYP A L S3 H.B. S3 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. ■ ■ ■" "■ ■ ■ CV o r INDICATES FILLED CELL w/ 3000 PROVIDE %2" x 9" N q - *- _ I PSI CONC. GROUT FROM FT. TO BEAM W/ #5 REBAR VERT - RECESS FOR FRT. DOOR � 31/2" SLOPE CD ;n STEPS AS (1) In TOP OF CONC./PAVER TO BE 4" REQUIRED I ABOVE SLAB TYP @ ALL 0'-0" I PLACES SHOWN HOOKED FTG. io BELOW FIN, FLR. 2'-0" 4'-0" 2'-0" � 6-0" 1'-10" 5'-2" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C — ; _ r ■ ■ ■ ■ r TYP PROVIDE 1 �" RECESS I � FOR SGD. REFER TO I HVAC CHASE AHU— `r w o L S3 MASON'S SLOPE FOR r I WIDTH n BASED ON LOCATION I / I i/ in I I i� L_ ..... I (2) #5 REBAR 3 1/2" I � ( g7-84 `�' ' 4�-85 7' ' VERTICALS w/ in FILLED L_ CELL I 37'-52' 21'-24„ 54" 3'-8" I 7'-8" I 2'-1" -3 1/2" I SLOPE 01 4'-0" ; I G ; ; OPT. D 80 rn I S3 : I CJ I I— — — — — —1 I CJ - - - - - - CJ I - __� .L........... �— ----J T IIL-----------' ---�' y I I CJ I - - -CD - - - - - - (0 o N - - - - - - C ■ ' —I KITCHEN ISLAND- I Cl- TO F II I I ISLAND 2'-6"x2'-6"x1'-0" LOW WALLS I I C O I o J I I J l I t I S3 D-W�-------- o T W/3-#5E.W. CJ L�- G SINK w/ DISP ,- 1 1 K ' S3 iv � I i S3 I o o : 23'-11" 2'-10" 4'-14" (2) #5 REBAR A S3 ° K VERTICALS w/ in { I' S3 FILLED CELL o0 CV CJ CJ CJ 411 i T — — I }—T...............I.:.......-............. T I : rl }'.'.'.'.'.'.'.:-- _: __ N1I � 0......................... 0„ 0) o' C? Ila I .■ //// I I I � 13'-54,• o 7 -2" l ■' CJ CJ //. I I :: CJ CJ ; ..::� '✓/.� ..... :.....: I.......: 50 lco I / LO .. I ° 3-1/2" MIN 2500 PSI CONC 0'-0" a /f/ I Ili SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER ( : ■ / 44 I I a gib° I (3000 PSI CONC. SLAB FOR ; HERNANDO COUNTY ONLY) CP i �--------1----- ---- I ----I-- -------------- -F--------- -j ; .(y . ■. . . . . . . . . . . . . . • . . . . .:. . «.. . . . . . . . . . . .:. . .� . • . . .�.. . ..■. . « . . . . . • . .�.. ..■• . . . . . . . . . . . . .■. . . . . . . . �. ■ ■ H.B� 7'-2" 5'-2" 6-ai� I - A S3 6'-0" 3'-0" 10" L 4'-8" L 4'-8" I. 5'-2" L 5'-10" FOUNDATION PLAN SCALE: ,.-,..a. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS I r ; .: • r. 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 tp z M O z a Uj z U)Qj w •U w Oc �N 0R U w MIN "— S m N N M jC0 O M rj o N ni U �i �3 m " � 0 n; 0 ¢ � rn¢4d N•CB D C N A U) Z WZ z CHOI=B < IUL ��� .ASE WWDW. Q Com <-Y= • v Gj�J t r 9 I0 a °trftfSrfl;lll��.�0NN 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 61h Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE IV IV A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z 0 IY ❑ za f ¢ o Z— 0 —J wY. Q ZZ � J -a Z [WdC (p�co Su N _0 80 z L > rU O Z � /'\ g z < Z LL O J O U rl 0Z. 0 Y aa U :NF Z�< Wa Zr-I 3 C tj J rI I LU 57 Q 2: QUj z F- �Qz N O 00 z to 0 8 m 00 g = ¢ uj .--I a V) s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4v0 SHEET NO. 6.0 T(2) (2) V A A ID M S3 m r )G Ik �� ^X. i CJ1V CJ1 * MINIMUM ** REACTIONS (2) *** DO CJ3V G13 A r EJ4 LOADS CJ5V FLOOR CJ 11 OC - __ ' a CJ31 W LGT2 HTS 20 SP1 SP2 3" MEMBER ARE NOT DRIVE NAILS THE PLATE OFF ALL EPDXY ANCHORS NOTE: DOUBLE -- ROOF = L JOIST SPACING FOR CARPET AREA'S 2150 1850 1450 1245 585 535 1065 605 645 555 FOR ROOF LOADS ONLY THROUGH THE TRUSS PLATE OF THE TRUSS. USP CIA-7000C FELT REQ'D ON ROOF PITCHES / 360 FLOOR = L / 480 W/ 3/8" MAX SHALL BE MAX OF 19.2" OC FOR 2.0-0 (16)16d SINKERS & LUGT2 1850 1810 (7) 1/4" x 2-1/4" TITENS 24-10d X 1 1/2" HTW20 1530 1285 10-10d SPT22 685 12-10d SPT24 1030 12-10d X 1 1/2" ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE 3/12 & LOWER. DEFLECTION. HARDWOOD & TILE AREA'S & 24" DROP HIP DETAIL MAXIUM SPACING ON VERTICALS OF (B) TRUSS (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 24-10d X 1 1/2" 8-10d 12-10d o, X (2) . . r A W ' S3 I I I CJ31 *FASTEN EACH (B) POINT SHOWN ON TRUSS TO THE TOP INTERSECTING POINT NAILS. FASTEN BOTTOM THE SAME SPECIFIED IN LIEU OF PREFABRICATED 1-8-8 TRUSS WEB TO EACH (A) TRUSS TOP CHORD THE HIP TRUSS SYSTEM BELOW. FASTEN CHORDS OF (A) TRUSSES AT EVERY TO BE FASTENED WITH 2 -16d COMMON CHORD OF (B) TRUSS TO TOP CHORD COMMON NAILS OR GUN NAILS AT 48" HIP PLANING TRUSSES, (B) 2x4 11 (+ I OR 2 PLY CARRIER CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") @ EVERY INTERSECTING TOP CHORDS OF EACH (B) OTHER INTERSECTING POINT (-*). NAILS OR 0.128" x 3" GUN OF CARRIER TRUSS WITH (+) OC. (+) SO. PINE #2 OR #2 PT. STICK (B r LUMBER (LAID FLAT PLANING WISE) MAY BE USED. FOLLOW FASTENING TRUSSES. SCHEDULE AS DEFINED it M ,s,✓ U �,0 FOR HIP R1 (D Q : U i CJ 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 PLY E (A) W a •cv INTERSECTIONS. SPLICING OR LEDGER) r • • • TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK o , ..... • , • • • • • • • • • • • • • • • • • CJ1 C FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. • NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS :: ; : Lo Lo CJ3C U .... .....� ... o r > r rn M :. Ln N a a a a a a 1V A2V V.. Q a m m Co m m m CJ5C 1. (2) 12d TOENAILS EACH SIDE OF FLOOR is 1 nl IF TRUSS TO WALL OR BEAM BELOW TYP @ INT. Q En BEARING U.N.O. Lu _ A '' S3 CJ5C CJ5 o, o 0 CJ3C N 00 CJ CJ 1 C L 7 co m co v C5 U U ssr (2) S3 a(2)/ a(2)/ A 00 0 v a E v F-- a> E 0 v c c m J y N i U v c c 0 v 1 U N 'O d CL O N M W ROOF FRAMING PLAN SCALE: %4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE 3/16/18 m uj MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. (� CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 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" b H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 140D 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2"FEE G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH.11810dx1-1I2 HTT4 2715 5t8"ANCH.12010dx1-1l2 J HTT5 4350 3740 518"ANCH. ! 26 10dx1-112" HTT5 3225 5/8" ANCH. I(28)10dx1-1l2 K HD3B * 313 05 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 7 518"ANCH. 314"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550i3335 ** 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 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2"(3)m 7 MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5"EMBED W! SIMPSON "SET" EPDXYe"% � r Z M _ o Z z 'r/ I to z U s co .¢ a=i 0 0 0 J O LO Q 00 E GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AC1530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 11 — i�i �1 111�19 HE. I�Nl I MEMO 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T \Z7 UN FORM h GROUT SOLD }. - <V < �LU 0 #5 BAR CONT. 8F12-1B/1T 'V" LINTEL DETAIL SCALE = N.T.S. F I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J � W J _ 8F16— B/1T H J a u5 Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c�-pr�lmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT ALTERNATE POWERS MIN. (t) REQ'D 1/2'STEEL LINTEL CLEAR .M.U. #5 REBAR AT TOP MIN. (1) RECI'D d 1-1/2" CLEAR —GROUT D r J ❑ Q L1 4 45 REBAR AT = u~i w - d BOTTOM OF F U) Z W w W O n' LINTEL CAVITY O ` `� BOTTOM ❑ (i z a Q REINFORCING C7 _J LL PROVIDED IN LINTEL O ZZd w b OW Q Q F 00'R L (VARIES) 0 X o_ S o I I o 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/detaits for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL (_ ) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4'=1'-0"'', (9 "' Z co _ o Z 20 Z 4 a t!i (D w �U — O w, `° O W m �C7 tM N � M _ CJ O o 0 U �U_00 0 Q aT p� 0, sf ao B D. -, N �O O V N N O p N U) C? ALU W s ZUit00 CZi co E ya LLZ M 14 %z ` V ��b AT o •° ca � 9•ep' N�ol, ° To the best of the Engineer's knowledge, information and belief, the structural plans and spermcations 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 N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ts OZ LLJ f� I r'oo ZWZo z 0 aOm Up L N W OO ^' ZO > ^ g Z C L� a. z Z U _ .., W L-L. . �J_o o J ON A ¢6(5 F 0 a U ��ZQ N J 0 Z W Lfi —I rl 6i H g~o Q Z �0 *k 00 Z 1 Zo m O 00 Z � = � aLU r-+ a U0 o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 8.0 c 's N 0 O00 LO o2 E NOTE: BORATE/ SENTRA CON SYSTEM APPLIED T ALL FRAM MEMBERS WITHIN 24 A.F. . S 0 FRAME SW N F 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW W E E 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 SHALLAPPLY 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 Y2 INCHES (38 MM) IN HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5rTMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad, 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 R AND R TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ROOF N FLOOR R G I NCALCULATIONS,REACTION FLA. REG. PE. AND SHALL INCLUDE: DRAWNGS AND S 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 11. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: y4„ 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-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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 WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= 0.) 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS 4.11. 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 W/ CONCRETE IN ALLSTEM 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 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 CONSTRUCTION MINIMUM. GARAGE DOORS (V =140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, DOUBLE 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 EXP 1 OR STRUCTURAL 1, 32"USED IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D ERR 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SUCH SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IFLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAYBE 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 FASTENING SHOULD BE TYPE W,� 1)/" 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 MACHINE BOLTS BOLTS:GAANZEDASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy ITH G90 4. 5. 2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. A52 -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 TOLLFAST INSTALLATION. 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/s rinkler systems including all risers and spray heas shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exteror soI treatment. 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 install• d after construction is complete, Including landscaping and Irrigation. Any soi 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. Ul Z Cn _ o z Z Q Wiwi t� z vw .0 0 �' F- ~ U E M o^ Co W F- p - U N M m M ` M _ CU ,-00 Ooo r"00 � Q NQo rno Lo am ¢ d A® D N C" D C N N o O p N Z W D C', Z' z wc' LLI ' �'" LIJ V Z 0 S aN O C C,m e, Z N g E E W i�14 is .'�: f� C• �CFQ 0�. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Z a �a Q�X w z O O z0Z� �oWZ J adOap O�LLo !dry �/ JW U O L P z r zO z O W U U 2:J Quo w m a ,v N,) � z • W Q< Z Eo�E LLI 2: Q aWfo $~o N 00 Z � z m 06 Z g = ¢ z rn ,-4 a cn o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX a PLYWOOD OR 7/16" OSB 4- 4- 4- 4- f- RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE 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 & LLJ 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + +++ +++ + + + + +++ + + + + + + + + + is + + + + + + + + + + + + + + ++ +++ ++++++++ + 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 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 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 / 1/8" gap FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK r— BOND BEAM BOND BEAM STEP SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQAblock PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ----- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 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., cliched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack z * over squash=20 blocks and Non -stacking walls Srequire additional wall or beam below.* consideration. Check N local building code for appropriate n details in One 10d box N areas--20 of high or--20 sinker lateral load. nail each side 11 10 -0 at bearing. TANK -LESS W/H47 i CORNER OF L HOME GARAGE SIDE co 0 00 aEl 0 00 � H C G 00 O T-0" STUB -OUT FOR 1'-0" 0 9 GAS METER O o 'n d' U O o CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY'"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-511 (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-311 (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-011 (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls 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 Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BC16000s® BCI6500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC1600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over I blocking and wall or beam below.* L Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q '/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails SECTION @ INT. BRIG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 61A 1Y2" ROUND HOLE MAY 6�� 6,. NOT14 CUT HOLES BE CUT ANYWHERE IN CANTILEVERIDO LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N,T.S, N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)1(— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° •°.. SEE PLAN FOR ' °• ° . • ; . '• FOUNDATION INFO d' < 4• ° STEM FOUNDATION r—GRADE—MMKIE, OCE! nr Aur \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1l4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet he, requirements 7. 0.6 X Joist o `depth I -JOISTS BUCKETS N.T,S. Jc SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN SIMPSON H10A w/(18)10dx1112 ° NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION III�IIi�lli�ll, • NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE d d 4. SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION . A d PVC OR SCH40 SLEEVE >� r-PLUMBING LINE ..4 16. aA d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE v ' .d . 4 d°. a ea G 4 -I I :.a d a SEE FND. PLN. SIZE & REINF. UI � Z M 0 _ CO z z a U, z to (D C/, w (10 C) • O w � U m C w soOO C f6 Cl) 0 _ U O o0 r U_ N Lv y O O Y CO 00- o Q � � L a Q O B D. N c s•o•e :JI T Gv�10O � i N U) ix i u-w w UA g ! a W �¢.� a . m Z N 2 1.'6 � o N A U) 3 E A .age N •. .: lea S �►, v 2�' U� • ; °, ; s L 0 .� E S 1014 S � �6agi�lftflfltt�tttE��`�e 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.ENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ �Q �F as U_oo 0 z zu �oZLu J W j Lu LL N m L U) W ou)° Zz Q� L— i U R e_� O � � E -� ¢ 0 O U =# u U :�W opo 0 moo= O8ii �o< ItV W Z-ZQ a Z $0�2 z *-I l J Lrn LU ,;; z = z; Z o w�Z C)Q oo z 10 S m 00 Z Q = �'A a X rn __1 (n o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4z0 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Typ') VARIES / INSU 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'4'. (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, IT 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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 VD (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I I �I m. D' o FOR ROOF PITCH 4:12 OR LESS. I I I �I I '- fillI�I —I D • ° : • • I --ITS — PRE ENGINEERED WOOD - I I — r I TRUSS @ 2411 O.C. U.N.O. 1L ICI --I �i1=II HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M d, v d -d a d �a X- 2x4 CONT. a d G d GARAGE DEPTH VARIES O d -d d _ a GARAGE SLAB AT STEP rB\ SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING %12'N.0, 2x SUB FASCIA 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE 'X" @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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 7/16" 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"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 211 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2" INCLUDE 6 W1.4 x W1 A ATTACHMENTS �31/2"MIN. 31/2"MIN. WWF OR FIBERMESH ;WWF OR FIBERMESH � � ELEV. 4-3 1/2" z A.F.F. p " D i • 11 I 11 11 I�,_ 31/2 (min.)-411 D ' 1—I1� 31/2 (min.)-4 31/2"(min. •-II-,�— fly —II —I � I�III, ►r-II (2) #5 CONT. :.I I ' 1"' I,, �,I IrL 411 14 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL SHEAR WALL SCALE: 3/4 -1 0 (min.) - 4 _ i I I r 14"IrI I 1 $ U.N.O. MIN. TYPICAL BEARING WALL @ STEP 'SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 81, C.M.U. FORM SUBMITTED WITH PERMIT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT, IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"" "J" BOLTS BOLT PLATE PLATx 10„ 11 J„ BOLT @ 24 0/C W/ 211° X 3/16 (IF NO UP LIFT ON @ x6E WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK IN 24" O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 518" 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 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR / *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL TYP. T 2x P.T. PLATE C PER MFR INSTRUCTIONS D FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR SCALE:3/4"=V-0" \ S3 11 i s =' - , D . • D . ' GRADE 40 MIN. Fy= 40ks -t _ • • ° 1x2 PT WD FURRING @ 24 O.C.-/ GRADE �„ z_ #3 & #4 LAP SPLICE a I— — pJ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a (1) #5 VERT. IN FILL MONO OR STEMWALL Z M _ — — D D 25" MIN. LAP [30" MIN. LAP] I [I I I!-11I1 L • 1/2" GYPSUM WALLBOARD o - - = T� U.N.O. CELLS (SEE FOOTING MONO SHOWN o I I-.1 w FOUNDATION PLAN FOR CLARITY D D _ _ _ _ _ 00 6 MIL VAPOR BARRIER i I I I e ° I - I - I 1-I ( r I- -11=T=1��, #5 REINFORCING BAR R 1 7/8 FOR LOCATIONS) p o I=1 I I=1 I I=1 I I=III=1 I I=1 , I I —T_]I (i l I I: N z I T (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 D:n I I ICI II II[— II r 1x4 P.T. BASE NAILER ° o ° III=III=III=III=III=I I E ? 1 . ' ' I I F-I ILY i I=1 i r #5 LAP SPLICE (2) #5 CONT. 1=I II I I hI I ICI 1=11 ICI F 4"x4" INSPECTION NOTE: ° p I=III=I 11=III=III=III—i • ° �-Tr n 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL g III—i I (-III-III-III=I I I- N FOR BEARING WALL 1=III=III-III=III=III-' W/ UPLIFT ONLY -_ -_ -_ -__-i COMP. SOIL. (COMPACTED TO I I _D o 95 /o MODIFIED PROCTOR ASTM —I 11=1� I I —I I -�=�� MIN. 2500 PSI CONC. SLAB _ _ _ _ III=III=III=III=III=III=III=III=III=III=1 1=III=III=1 I 1=III=1 I D1557) o Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cl) TO CUT BLOCK OR POUR =1-1 I II II I I—III—III—III=III—III—III=III=III—III=1 i lI �I I-1 4" 'r2 MUNICIPALITY. CONCRETE SLAB W/ 6X6 W14XW14ww9:OR pW CURB DUE TO SLOPE NOTE:EXTEND III=III_=III_„I l li it 111 it 1 1 1 1 1 1 1 1-III III_ IT- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Z 6x6W1.4xW1.4 M D 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR D t = - z_ r min. 4" o BARRIER ; p 4 �- a C a o — D • • CV _ a COMP SOIL 00 - (COMPACTED TO 95% o MODIFIED PROCTOR ASTM D1557) L 3" MIN. CLR. > (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA 0 � SCALE: 3/4" =1'-0" 53 N 0 o OPT: DEPRESS SLAB 5 y2" - DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D.RECESS PAVERS -\ � M g 1 Y t TIIIII a.. •�•. " .a. YZ 15 • • • ♦ -� \� It SEE A/S3 OR J/S6 02 FOR REINF. INFO. 3" MIN. CLEARANCE R 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS (`j•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" S3 'v GRADE —1T T il"r-1i1� (1) #5 REBAR w/ OPT. I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M CV ... a'. + • co N . V. 111 a.,•• c SEE A/S3 OR J/S6 I 'LI �l I lal-„T111 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. CONCRETE NAILS W 1 1/2'N EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 E� 1/2" GYP. BD. .HOLD GYP. BD. •1 /111 rnn11A CI AD r1n K1r1DC'TC 01 AD M 6 MIL VAPOR BARRIER INTERIOR WALL SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] -dy 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLANci (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE ins^ MIN 7/16" O.S.B. SHEATHING o.s.e. z ATTACHED PER NAILING w 0 SCHEDULE COLUMN LOCATION Q w 6x6 P.T. #2 SYP w LU ABU66 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER a d -I I�- - - - 11=1 11=1 11=1 11=1 l 1= 0'-0" FIN. FLR,4:jk COMMUNITY SPECS ON 3" CHAIRS (TYP.) 1 8" 1 1-4" 1 8" 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 1 S.G.D. (U.N.O.} � I r �F OR FIBERMESH N J t CO 1 VI\ 1\4119f 11\1 V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �-- SLAB STEP & RECESS an S.G.D. I M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .- EXTEND FILL CELLS ci TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. `�' ' M co GRAD = = a a ° 011=1 I d °• I —III —I i I —I —I' Z w I —III —I =1 I I —III —III —III w r a w w z Owtn= • • a• 0 0 =1 11=1 0 aLLJ a=- M z `� 1 1—I —III—III=1 11=1 I I =1 I I —III FOOTING _� I I III —I 1=1 I I —III —I I III —I 11=1 I_ III,\Illl��llll��illl ,,ll -III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 �' zo z� z a z V) 0 (D w C� o �V — 0 w c = o .� ` V n r— w 1—' p N M r- 0 CO O cM _ O_oCD 00 YO ¢ D) 0 LO u a < Ci ® D" N C 13D C N N 4t 00. ��y � .•�' M � C r7 ii. V W r, w � ui oLL 4^910U)M m �'F % F j :ko r vw WWWRIUN yea aW' cASff U NO 4. ON FL SStO /l��rrrlllcf��t� 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 Bth 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 0Z za U) ' �qgj K U O z o zz Z�°` wW a 0 J Co 0'�,0 U LLI N o�o o z U > z Q -a 0 � O U F_ Q Q > . 0j?o 'J Em ON 7 U LL.0 za a Z E0 2 J tiiLij z z Ln FZU $oZ w� o0p �zs 00 GO z Uj _ J ¢ 0 t--1 a to 0 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" -7 SOLID AREAS ARE ❑ STEEL AND GROUT 7 5/8° 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE ILI TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (npj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER * * STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING o, 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 N NAILS AT EACH STUD BLOCKING (TYP.) 0 N 2x P.T. PLATE _ROOFTRUSS r` i!t 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 0 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. LO 00 i AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF FF TO DRAIN DOOR OPENING DOOR OPENING ❑ 11 ❑ EXTERIOR —A WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. Sq ❑ 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK-OUT— )#5NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1FOR CONCRETE PLACEMENT 7 d d a d d d d a d 4 O d d 8' STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 = WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO N CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. J SCRAP MATERIAL NO pp J J Wo i r FORM CREATES CONCRETE RECESS TO 2x4 GARAGE DOOR AND TO ALLOW 2x4 (NOM.) "I FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS 00 N (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 N POSITION BASE SHOWN GARAGE ENTRY FORM DETAIL Q o SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE y GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET if TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR i 0. MOUNTING BASE DETAIL ' SCALE: N.T.S. d q a d o L.I 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. 2x C 16"+ TOE SIM 10d STL 2x6 FOF 10d O/C DOL CRII TYF SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 518"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. WALL a DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET r, DOOR TRACK----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) E(2') (2) (1)LSTA30 9'-16' (3) (4) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT 6OVER 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 rT**NN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 Fiy�Nci" HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d d0 d. .. 12 (TYP') SEE ELEV. SIMF SON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" (- 0/C FIELD 2X4 PT STUDS @ 16" O.C. :BLOC/KING (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER 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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • sr8„SPLICE STAGGERED N. ATTACH ALL J EXTERIOR STUDS W/ Y816d 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 �7 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 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w d 0- 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL/'0 j� SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° °° • HTT5 wl (26)10d NAILS (4670# SPF) °° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING ° 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8 x10"„ J„ BOLTS @ 24., O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4o B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. (D zg 7- IDz� � Iff t � V ) z V) CD 0 Q) U, W .o W E LLi '­pe — m M cm ca M U win O O N U =2: o QC" LOgv 9¢ o All B Q® N C 8 D C 't _ N ti 0 0 W WUj a� Z 0. m N G W �. N%Bti w Z U) LY4a1'{qN A � .FASimp i�a P e,A•�` J '• U CNO, 0� 0FE55tOt�* t�4/11I t l I I t't1�'�1�ti 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering port ons 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 �E za fa w¢0W O4,0 ace Z o�q �wOro �� ofoLu L ` Z O / {IGUr.� cy- K U =• `J 0 � o m2�~ W �0- *k N z<Z Z Z +� �op� J Ln Q ¢W� "�<< E~8 N *k � Q z Z u. Z a o m z w �Z I w 0 a Uj o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. S4 ) SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4 x2 3/4' TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ 2 16d NAILS SIMPSON Hill w/ (18) NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Old x 1 12" AT EA. ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE �� 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT @ES D SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB A @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) f 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) $d I SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' ' 7116" OSB SHEATHING & (2)1 Od TOE NAILS @ .• BLOCKING -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 1OdX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL::::t NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK 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. S5 TITEN ON OUTSIDE C NAIL W/ 2 16d NAILS SIMPSQN H10A w/ (18) SP8 FOR 2x8 WALL) 7 L SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C, (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8° 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL SEE WALL ( NAILS @ EA. END GABLE TRUSS. SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1Old NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSQN 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" ) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SrJ BA K () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N, SEE STRUCTURAL @ ON SHEET S5 FOR _ r r OUTLOOKER 24" 0/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION co 00 00 SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 11 1/ ,,. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 6 co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND •2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 11121 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS . TRUSS SPANS @ EAEND GABLE TRUSS ATTACHED 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C w/ (2)16d (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONK. 9 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. NON - LOAD BEARING LONCATI D SAME NUMBER OF ROWS SAME SPACING) ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 = ADDITIONAL INFORMATION. Do MINIMUM 2x, CROSS BRACING 4 (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT 91 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 EI LO CROSS BRACING DETAIL ri z SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 1 Odx3" O/C @J 2"x4" TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) 6.9 MAX. 001 l�I�IO �I�I��I�li�ll�l0 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. g SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w T11 a - BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL UK 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS 4 @ " O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE "L" BRACING DETAIL SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Old NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L a MI ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. �_S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2x8rFULL 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 1Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. a Y CORN ERJACK W z 0 U R HIP FRAMING REFERENCE PLAN m 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U� - _Iwamml z a 01 z V) (9 w p •O W 120 .� U o0 m W — 8 N M m M m � M _ o2CN U U- co Co a C> ¢� U�Q: 9 < o B D® "yc N N •w O � V� N M 00 SN 0 Z W Z ID p w pC C' s ua a _ W > mLL a -.&W 10z 0 .2Q a o 8Call Z � � ET � m Q Z Q�q A I& W M A Ry�6Ptz P:''•�1S • aG < .(0 U ,�O • O� � w \4) Q �� '• L . r ....... ftl'III�t4 � I< ' To To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained withithese drawings comply with the 2017 Florida Building Code? Residential6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ �o g¢ W a C �Zao ioi ate-' co UW�"N i H ul ° �z j Cn J �Z Z z C Q Q U _ ��IE 8 O 0 Jp <�5 LL$�ma A o¢s- NNF V— w�¢� Z �a0 W Q az� J 4 W ¢ <C z V �FH 0 N *k c z R o m O 06 z � _ J Gi ,- 4 a cn s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4v0 SHEET NO. S5 N 0 J W �a 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @$" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM 4" 1 X 4 ,� FURRING 3/16"� X 3" LONG FURRING 3/t6 0 X 3-1l2 LONG 3-1/4" LONG X 3/16" 0 FURRING TAPCONS #5 REBAR (TYP,) AND NAILED W/ 8d COMMON @ 6 O.C. EDGE AN 2O.C. FIELD " PLATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED 2X8 STAGGERED @ 1131,1X8 ` ' P.T. STAGGERED @ 16" O.C. iX8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 11 3 DETAIL `STD. 90°HOOK (TYP.) STD. 90' �--�� FILL SOLID @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 LJIL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT, SDW2-K1 2"EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL I JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3"— ' +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. D& LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16 O.C. ` INTO BAND JOIST (4)14"x2 3/4" �� 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4 DETAIL NOTCH WEB AT THE ' +5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION K'H� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL list 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1f 2'-0"q 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1!4" x 31l4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1!2" DRYWALL t, __* S6d SC2 PLYSNSTALL,SIMPSON LGT2(w (6) 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) i/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE 7BKG BRACE(S) 2 x 8 BRACE/. INSIDE TO ALLOW FOR INSULATION7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2"BUILT UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FOR POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. d SCRIBE NOTCH (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN .•:�: :� ,. CONNECT W/ 8d NAILS BRACE/BLKG. T N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN d. RETROFIT WALL OVERHANG DETAIL NTS INTO. ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 110 -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 7-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4'%" WOOD () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. .C. MAX. OR IF MASONRY WALL10d / NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO� TO TRUSS FR TO TRUSS TOP CHORD y�N MIN. 4" EMBEDMENT AT 16" O.C. �F NOr 11 �� 1-0 5 -0 SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° ... �. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. o /4" MAX EMBEDMENT INTO K,) 2'-0„ 8,, PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° >. #5 BAR ; . '. >• •„' '' ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON *� .' p • ° D' 10 ° is e • '' CENTERED W/ H 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 ( ) 8d NA w/ 10 8d NAILS 2X4 SYP ► ®s EACH TRUSS o ° N TOP o o .� KNOCKOUT / c.t .• —� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG, BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA, END PROVIDE (2) MIN. PROVIDE 2x .F4 CONT. W/ CONNECTOR MONO FOOTING - _ ,y .a. • .� p e x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° e 2 x 8 VERT. BRACE(S) . INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. EENTER SO IT DIRT 6 z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ffTANDARD o e•'. , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN '5 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD FOR OVER HANG FILLED CELL r •,, r 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ,. , ,r `. ,'r , , o . r INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ' v'" sr \ '1 �r sr ♦ O �r sr ♦ 1 �r s \ � \,r sr ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD >_ #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 61_011 EPDXY MIN. 6" EMBEDMENT & o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE �- 411 p NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °• o xp' , v a A REINFORCING AS FOLLOWS: SEALANT 'rrr'-rr1—Tr u — T�1=III=-IT�I T � t¢ a �- 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ,`'. e — I —Il- —II ' T� � � U DD #5x6 EMBE ED INTO PRESS PANEL REINFORCING INTO PLACE. „ r, z 6 MIN. LAP SPLICE W/ , EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: r ¢ = U) N FILLED CELL SMOOTH. DO NO FURROW. ° ° o I I „ „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, :. P i r� SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p .' ° : El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 • •Q 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. T g • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ P (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" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z ch O z� z� J EA_ V) 0 Cz � w � o r0 F_ �— of L Uaim m C f0 M S - O p N U o <Q LL� Q oO rn uo Al B D® c=J{ v N G MZE caZ `W N C�agQ z z LU �LY W V a. Z ��� O= �a o `LL r .FDSEN b • C, •' �% U 8 o, E S S 4 o v�` flftPlttt°1« 1�\ �I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat 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 �z Lu z< U < Q� ��8 zW J W 0 00 C� UU W N Co Q on L zz C ZS .0 a O_) trj Q U Q K J z<z¢ q E��� z P0U- Z J +"'� In Lij a ozo a �--1 L!J Z M u < W !z O 00 Q Z � o bo m O In 06 Z g Lu = _,Iz ,-i a V) s SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4v0 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. 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 20'1 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING am 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. —� I �/-- WOOD TRUSS / A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR / / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-011 MAX CB DB- VV/ G- I Vu ` L-r%%-i 1 I RVJJ YV I-L; 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 VITT Fn 14 TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT C OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYP IC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 W/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLANL. SIMPSON HUC410!14 #2 SPF 48" O.C. W/ (4) CENTERED AT w() FOR CANT. SPLIT TO TIE 16d INTO HEADER & (6) 10d TOP &BOTTOM 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD 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 ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION, BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION ___A 1 il —MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE. BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS 7 SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDUEPLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CL� CENTER OF POST A A ., I SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER - SEE FOUNDATION ° 5" PLAN FOR MORE INFO �X COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 r22"IIIIIIIIIIIIIIII'lI, SCALE:NTS SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE [— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 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 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING TEI ATTACHED PER NAILING SCHEDULE U ju 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 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 OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg 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. PLYWOOD FLOORING LOW ROOF TRUSS W/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN 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'� DETAILS &SECTIONS i. `:/ Z co_ o z8 z a cn C7 � W CID 0 •V — 0 w 01- T E CD N E m co _ 000 .c � co U Y ¢m co O Y fz �g� gad A _1_ B D. 'W � N V 7 00 v ItA Z W N � LU �'" a Q.�LL imm W p E °= Z Vfa�? 'm \ o\`\\www� x0G c G__ '• r INS 6••'••;� 0� eQ•v � �O OQ• =U c �OF E S S 1 O� P��\���\` I IIt114101111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com ez Uj 2a I_ W Q C (r U Z O U 0 Z w K �o2 J O2�o C U cu / O -� z > 0 1O R r1 F— z c g V W cu '0 C z �� J W uj U = U) J uj 8LL w.R o i � L1J V K 02 o {� f V's J z a gg W Q Q Imo„ I� E a Z J r-# Uj oox !2 Q zWY o r�--1-� UJI Q 2: Z R U oo CD . Ln Z Z =Zo ao m01 00 g = a SCALE: AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. D1 �I00 WEATHER RESISITIVE BARRIER WEATHER JE 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 (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING --- DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW E AM r rr-wr mvaa r✓y.7nnv�a WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ,HERED FLASHING O 4 O Fez WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER OWN SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING UffMe SELF -ADHERED FLASHINGM16 FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER WIRE LATH O Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy, sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd 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 Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ 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 QJ A I !9 z- 0 z z Q (D _J fA U) Z C1 (A 0 vCZ3 .E-J w f� a .V 0 W ~ f6 m LL, mop M D1 cc M C N r7i `rE c"co U Lv y cD 0 Y I. <L rn a v rn Q o D. /r N C4 O n N to 00 O p N U) Z W Z � z Ica � a �; W - G u_ a 10V ¢ 0 tZ m .9?4¢ p y m o rn 8 a ¢� d W �, Q O v U O WWW.FDSENG.COM Ii 00 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within.these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 01 O Zf fg waga� zoo ZV�f3Y ==Z09 Z 2 C0 a O L Lu ZZ o > LLI fZ ZO aO O2:.... a �� W. W U = T-I cc LLl > o w .. T O m 0. U d w Q ^o o Z Iz J Ln UJ I Do LL ¢ Z o gQ1 N C:) 2: Q Z `a �S 00 Z Z m rn 00 = d rl a- cn ij SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. WP tU C/) U 0 4-0 C OR Q O Z3 0- .� U C 0 r • ^^`` OO - W March 20, 2018 O Q O LL CCf 0 4- O Re: Wood Construction Connector Compliance for 2015 International Codes 2017 Florida Codes Q (/) +r To Whom It May Concern: CU Section 2303. of 1 International `^ ct n 5 he 20 5 nternatl nal Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that F--� .� U) '►� 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 for Mechanical Fasteners in Wood. Both methods determine a 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 118-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 (ICE -ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar 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 letter is valid until 8/300018 when it will be re-evaluated by Simpson Strong -Tie- Please visit www,stronatio.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 800.999.50991 Sincerely,. SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwdBDWi Engineer, Southeast U.S. Branch Page 1 oft Sknpson Strung -Tie Company Inc. 2221 Country Lane McKinney,. TX. 75069 Phone: 072.542.0326 Fax 972.542.4139 www.stronalle.corn D ♦� O �. 0 0 L� V, CU W 0- O M W 2 Z W Z Z Q J SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 913.72, please provide the information and approval numbers on the building components listed below if 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) F�04g1.1 +67.0/-67.0 psf ThermaTru Firber-Ctassic and Smooth -Star (NON -IMPACT) FL2pgg1,6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1q +67.0/-67,0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1- FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL241.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 Pat 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 sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 186 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0l-40.0 psi PGT Series 5520 F1243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL281.1 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 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4, ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b FeICUnderlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7649.27 - FL7849.28 N/A Boral Tile Saxony 900 F17849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. i understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE FL#Mi-R2 2era mms version traai&Gbaa Ravbfon 2017 Thomm-Tru Corporation 000". Exterior Door Subcategory: Svdngkg ExWW Door As"mMbs Ooapaanca Metlloh Evokallon RapoRSan a FL*20"IAU Florida RegMared Ambled ora Licensed Florida ProtacebnM Ell~ Products ffi! 1 a Theme-Tru RW43oeab and Smooth•86u 2ada LDar Version tE RavNbn 2017 Themb-Tru Corporation Category: Exterior DOM Subcategory, Swbiyrg Exterior Door AsoorWas CompL r ateanod: EwMtedpn Report from a Florida Regioland Ancients or a Licensed Florids FL112114111140 Prorasbnsi Erlplaer Products feast Product leader. Number or News, 1 a. Thorn -Tun Fber-Clank and SmoobSftr Florida Deparh»erk of Business & Professional Regulation Building Codes and Standards pop + , owls Product Approval Application Deta q anrkenr Data tab Tara PW lm arm RRWW Embw aLkm t VeBdabdas Y1Ederad Narser led me Apprenrect Am Mort Wright Lyndon F. Schmlga, P.E. Ryan J. Kill, P.E. 10H52017 07/1220f7 10115MI, 12I122017 Approved (00)2911,1740 PE43409 ($Is) 787-M ddowdinvbidgmaultanb. con QMMFAIa9reaO Aogelmodfor AmwoVd forUse inwo cOIE Product D.Ecrinam In HNIG! oLftm HVHZ Daggers lead■ Nor" 6&C"116quctNom4npect8,quot Opaque 103W= No - Yee No WA Compoeae Edge FWegia" SmMe Door on""Wo-lawb9; X amlpumbon) PtotbLor 20 ➢aka DikPomdW, 21h 200a EnWnwjyiouram, kdmd d ev 3miom yam, g awn Rick Whlghl Lynda F, Schmidt, P.E. Ryan J, Wng, P.E. 12/13f2017 IV132017 1221/=7 Pending FEN / (419) 2WI740 PE43409 (813) 7674MO riUmMvarrtwbldgoawaam. CLAIM A— own AbDrovad.for Use A■m■I.trrU- lamed !Lama Product C..U..t EKokedw am, laHm DlaI&WM Restated, P*� Nominal8&M;$ &qu0tN0nampmct quot Opaque 12/312021 No Yoe No WA Compceb Edge Fasgla" 8bgle Dar (InAnglOubwag; X don8gumtlwn) Florida Departrnsi of Business & Professional Regulation P.P I e I Building Codes and Standards 1rnD1e Product Approval Application Detall FL#1522BA Smile EearLos Rik Mara DOS Palo Luna Yuaba mmug dmu 22" E.Om Alm YAM" Neardifld Pl2AaePlral AaaEud M" Rr,vWM 2017 Thermo -Tun Corporation Rick Wright National AcmWbtkn & Ryan J. King, P.E. 1212a2017 09alrAO17 122212017 APPMVod CWaoy: Extsder Door (419) 2W1740 Management (namute (813) 7676556 SubCd emy: a**** ExtedorOoorAoaend a" midaamnwbWpoomuenb. Consensual- l;ataicstia MalkorLWlrg an laadblAmumm Agenovedfor Use Approved for uw new DOIon Ea! In KVHZ cub" IDae !lvaistant Praales 1 a. &quotCWUbCrdt&quat and BquotBwmtmmrk by e8 and BA Opaque and Gbzod FbWgku Dow with 12W=1 No Yea No WA Ttanm-Tm&quot ail wkloit . kwwkg and Oubwing sorwicmgib FL01 s C1m mma version P1amdeau Revision WIT Is labdoa7 and Dona lbrgeq" Exterior Dam aubCstapoy: trading ExWbr DoorAssembtln Compilrom Method: Evaluation Report from a Florida RaWabted Arohbot or a Ucersod Florida Pmhaabnal Engineer MR Predudk%M.Nlmbwalloma 1 SMES420AWMa4UMSGD )3316332 ilA 296 Lrea Version Manufachm Revision WIT MI W islows and Dorn Carpory: bettor Dona SubCdVW. Salina Exterior DoorAasem"as ComPlkwA MWtod: Ewluanlon Report from a Florida Regbbnd Archeedt or a Warmed F'lorka Professioad Engineer F1.0111312a4 Products 8anl procluer me". Number or Now 5 SERIES 420 ALUMINUM SGO REINFORCED Florida Depardnerlt of Business & Professional Regulation Building Codes and Standards Product Approval Application Mali EWW Conrad Ens Vataatad av BEM SNkmger Lub Roberto Lams Sloven M. Urkh. PE (717) 366.3300 PE-62514 (717) 317.8454 bemngerQmlwd.can Page 1 of 1 11b/mi8 20 2de Dun Pam 29A Youad Arriagarred FMAODMVW Agarond EL4m O&M32017 OSMIM17 MM62017 10110f2017 Appovd 9Y11ity.Aa&uLum Ausproved for Usd Approved for Last DOW IBm7S Rwilt t P SERIES 420 ALUMINUM SOD OXO 121312018 No Yes No WA 14W4&gWt;xSP Kok 11MA 9NFORCEO Florida Deperbnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enft or Conrad Etd>mur31lson- Bram Sanger Lute Roberto Lan" (717) 366.'1300 PE-M14 b~r®mdad.eom product pmdoson SERIES 420 ALUMINUM Sin) REINFORCED XXX 1498gnaa9e&quat Pope t d l 1AL7018 Ra laid DokeC4ndi. Rik Validated lot ValbMffi add PDCAssessor Aareyd stars Stews M. Unkh, PE GWI=017 091112DIT 08I&WT 101102D17 Approved (717)317-8454 auLWIA� Approved for Use Asecandforthas hl= Dirsion cAabNanxnkadw Data !n!&Rli owimaim flab" Pressure =31, 018 No Yea No WA Florida DepartrfneM of Business & Professional Regulation Peplum Building Codes and Standards lWois Product Approval Application Detail am Erim or Dora Dora oaths 21b Ltge Ya en M mukew- 2gDract Enak [&LMa V.Ikdedav Validated Miuialarbelf POC Aporaval Agereld ama Radskn 2017 Claim SWMtg Products Company hark WkWMek IWMk Testing Sonic" NA, Gay PM~ 1129f2O17 081102017 1700=17 Approved Category: Extensor Doom (513) 7104M Ios. (513) 519-05e8 &*Cslogory: SwIl" BbIWOMA"wrOn mwesW6Nd@clopay.om Compfkaal- W : C*MUOM Mark or Lbimg FLAI I415 Produce Assurance Approved for Use ARMFWAd br Lkl lamed DWIM lbal In HVHZ oubm HVNZ iluonanr Prunes 86 OW %" PAN-21`153: 73. 75, 84& 94, 42, 4%428, 46B, Steal PanOur. 25 ga.) Smgb-Car (UP to W wkb) 05I21=20 No Y" No +3a PSFI.42 4RST, BRST, GD68, GRSS, ARSE, EDSS WINDCODB&5774; WB Gaepe Door PSF Florida Dapartmant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 1m2ole FL&iM140 SmGe Bray ➢at! 20 Dab sad kw no 2da bw version 11 a6Pe[ EIMiaML&1JranO V@Ndlwov Yard automated fficApproval Ansimmill INM time version manubcbm Revision 2017 TMnntr-Tun Ca"notion Rik W4M Lyndon F. BchmIOL P.E. Ryan J. av, P.E. I(IM5 017 07/122017 10/18=17 12/1201? Approved RavWon 2D17 TMrma 7ru Corporation Cds9aq': Exterior Doors (419) 29&1740 PE-43400 (813) 7674658 CaboloW. Exterior Doom Subcategory: Swinging Exterior Door Assemblies ridN1@rbldpcormwaanb. SubCWgW. Swingmg EnWlor Door Aaeamhlies Compressor, MNhed: EVebadon Repot from a am Compliance Method: Evaluation Report from a Florida Registered Addted ors Lbor odd Florida Fromm Registered AnYYbot or Licensed Florida MA2201M products Probaabnal Engineer FL#2Wj-R2 Products Probulonal Engineer AMA Product Model. sunder orName l mwb-&U Imm Product Ofterlotim mDab Braved for Use AngrowalfatUss IsHVNZ OMNI& HYM Imged Debra Radom P &at 6 L Therma-Tru Fi ar-Classic and Smooth -Star Nominal SBfKiBp &wokNo dBquok Opaque 12/31I1026 No Yea No WA - 9 I. Therms -Tun StorChaNe and Smooth -Star Composite Edge Fbegkss Since Door (Inowmplounwing; X oonBguraw) Flaa"H4U FLM "14ia TYPE Ysre!ffi dtanddta ss Enpmssr a llaaes Valld.bd By VtOeAW Submitted P1 Approved itg0m Tin D OM m Revblon 2017 Therrm-TN Corporation Rick Wright Lyndon F. SchmW P.E. Ryan J. KYp, P.E. 12/13=17 12N32017 12212017 Pending FBC Approval Revision 2017 Therrns Tru Cor MOM Catappy: E.WW Doom (419) 298.1740 PE43409 (813) 787-MM Categoy: Exterior Doom SubCdwW Swinging Exterior Door AMr,nbles eeasry: Swrogmg Extsrkr Da CofnPg"a MWmak Ewskatlon Repodfrana am Comort Noma a a Florida Regblaed Arthesd or a Licensed Florida RegbWW Mlmused Florida F1.82048143 Professional Engeor Produce - F'La20451.R2 Products Professional Engineer Mal PndratmadeLNmmbaror Quasar Alawkwo Produatbanarlodon Anoroved for tb! Aptaroved for if" InHVHZ pubmel8fllE know D� gmkwd Plot■ Oa.! Product Model. Numbera M"e 8 LThwnmTE Fber-Classic and SmaBi-Bed Nominal 83dm39p&Wcx;Non4npea8quot Opaque 12/31= No Yes No WA 1 i. Thorne4ru Fibo,CWsie and SmaolhSbr Composite Edge FWrgbes Single Door Onewrapmg; X aMgoredon) _ Florida Department of Business & Professional Regulation Pape 1 a+ Building Codes and Standards 1 Ym1e Product Approval Application Detail 9d42215,1114 Dada RON or DW E Para Dab Pending !era mu version lbmlbromu Conrad Engineer LLiesse vrMeba art Ysdtl.ad A ihardrad FWAirprowil Amwond ANN& RwWm 2017 Themre-Tm Caryom6on Rides Wright National Accreditation & Ryan J. Kbp, P.E. 122IM17 09212017 12222017 Approved Category: Exerbr Doom (419) 29&1740 Management institute (813) 787-BBOti Subcategor swinging Eodenlo DOorAeeerMass rWaw■vbkganaWanb. Compliance use.* Commd nMark or Urging corn QLNMAnu AmarovMlbatlea, Approved for imow DIME Alai' ProftatDaseft0oft Compact mmkism pass IfLllm ! larsa4Dd ISM. 5 e. &quotSnraoti+3er&gwI; and &WatBarCh nark by 8/8 and SA Opaque and Gerd Fbegtsas Door wish 120312MI No Yaa No WA Therm-Tru&quo; ad without SidgRns, bmwi g and Outlawing C9d4 Luna Yelamn Nkffllbctnw Revhbn 2017 Mf VYI lows and Doors Category: Exterior Dope SubCategory: trading Exterior DoorAanmbOn Compliance Method: Evaluation Report from a Florida RegbWed Architect or a Lkmxnd Florida Professional Engineer Bit tat: Predl+d MedN.Npeboraaems 2 SERIES 420 ALUMINUM SGO P 2291 mma YaWE Manufacturer Revhbn 2017 PGT bd"trbe CWpay: Exterior Dan Subcategory: Slkag Exterior DWAMMbbs CemgMKeMatlwd: CartiBadkn Mark or LWkg PlAMmM Products aw Pr h Modd Nunbsrw Mans 10 8GO4570(Large MbL%roped) Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail P.P1at lrAots Eedw or 21n Dora 20 Conrad Endm A LI1 v aa.rd av Yam AWUW d FOGAMM&M Aar At Bmd Sanger Lids Robsb Mann swm M. Urich, PE .OMl3MM7 OBfi Vm17 W152017 1a1020IT Approwa (717) 3853300 PE-62514 (717) 317.8451 beW;;er,Qlmlwd.am QUAWA gnO Appromed far LIM Approved erUse mum Brie Product OnarWdM Contract bowman Dow Int9QK outside firstirm Pressure SERIES 420ALUM LIM SGD OX, XO,)X 12JBIWB No Yea No WA 95MUC MIliquot NON4MNFORCED Florida DepaMlard of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.P1al Il mle Emit or late Iara Ru :Pooled Pate courant EmlroottllOOa Valklatted 0, V,4dobd &WEWad FW A—d Assmmd I}ta4m Dean Roark fNarrWade SCCO-DER MWN-Dads SCCO-VAL 121202017 112=17 12rdSM17 Approved (941)48MIOD (785)315.2690 dnmkalippSnoWiss,com Amorood for Aoaavadfaur hoped Duller produdDEWADOW d, Expansion Dab as pubiftimm mmide PsmOe Vey( Sadmg GMas Door 09042021 Yes Y" Y" WA Florida Departilnernt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pagelat 1=10 FLM5276 M game ErAWor Dare 28k Dow Pnd n !era Luna YMamD MaldagPltlL Conrad EndomL&tJorrou validated By V tkbftd lydtmll4d PWAUNOVW Aaafovd AMR Rm4elon 2017 Clopay SOMng Products CWMMY Mark Westerfield Imarbk Tntlng Senloes KA, Gary Pfushla 11f2a7017 08Ma2017 121=17 Approved ca`gory. Exterior Doom (513) 770.00V Inc. (513) 5194i588 Subloabgory: Sedbnal ExWrW DoorAeeanbrs .can Compliance— I xCemaoatiom Mark orLletmg FL#152724M Products Guam ArnifffAxiffiUse Ammovedfor hired DaME AMA 1. HvNz 21tlWbHm I COOL■ 102 102 W&16 PAN-2F15& 73, 75, 84A, 94, 42, 48, 428, 48B, Steel Pan (roan. 25 go.) DoueeCsr (97 to 107 g8212628 NO Y" NO +37 PSFM1 4RST, BAST, GO68, GRSS, AR$S, EDSS wide) iMNDCODEWI74; VA Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail E,dW- 2anrast EDmOG&l� Ya�t RICkViright Lyndon F, Schmidt, P.E. Ryan k Keg, P.E. (419)298-1740 PE-43400 (313)7a7-9886 �®r'abb9ConeuBaMe. can Paps 1 lydW40 Florida Depardrlent of Business & Professional Regulation Pop 102 Building Codes and Standards 1=0141 Product Approval Application Detail Ian Pay Dais Pandma D* FLA211,1111141til Subwated FIC.Avemml t3age[ffi mom 20 20k Dab Pearson 2M 101152017 07/122017 101`182017 12n22017 AglrOyed Ltge enurer Eorrow Lkerm VoarrdW Ewo R&VWM 2011 Thermo-Tru Caporallon Rkk Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10115=17 07/12=17 1011SWIll 121172017 Approved Calls":E1deIWDoors (419)29&1740 PE43400 (813)7974M -Bobcats": SwhVft Exterior DoorAuembBea ridnvillinvbW000rau8enb. Cm*ft as lartlrort Evalain Report from a cam Florida RepbbndArdrlbU or a Umnaed Florida Professional Engineer Product Downdotion Nominal 611JIMS &guctNon i pad&quot Ground GU,MA� 1213120E Aborcrad for Lke Amommad for use lowest DOME In Hpouts�um r lirrafm postersOudW yes No WA t3 bP! , Assurance Asa km Jb! l In Outside )IOWOW PaME PJaOs■ Composite Edge Fbangrom Single Door (msiving/Otdawing; X amfguratlon) 14 n. Therm Tru PberCheslo and Smooth -Saar Nominal88S39;0 8quotNon4mpaoBquot Ground 121312020 No Yes No WA Composite Edge Flbegl"a 81gb Door (gbwinenoubMnO; X con5pvbtion) SmItym Dab 21a Data Pending Mbar F 2arad Emornow & Llftraw ill Yst1 0 PICA A or,,d ktlm � End6CP[ go Dora Dun patterns Date Rkk Wklght Lyndon F. SchmML P.E. Ryan J. Igoe, PE. IVI32017 12J132017 12212017 Pandang FOC Approval mm YlWE filigaillarrikireg rcoog AndUKAUSM Vats By Y FOCAsawavall Aomn ad It" (49) 298.1T40 PE-43409 (613) 787A888 Raybyn 2017 Therms.Tru Corporation Rick Wdgm Lyndon F. Sdm kt P.E. Ryan J. Kate, P.E. 12ilSM17 1211302017 1221MO17 &g FSC Appn om Category: Exterior Dome (419) 2WI740 PE-43409 (813) 7674 5H SubCols": Swinging Fxtedor DoorA womb in tkJaelDrwbkpamuants Compliance Mo&W: Evaluation Report from a oom Florida Reldslered Auehkad or a Licensed Florida Professional Engineer Dnnbet Expiration Der A,,,,,df,,U- Anamaedforits. bgm EaME In Wd1L outivo1 P-maaln Nominal BS89P6 Aquothlon-Impac4qat Easier!12/J12021 No Yes No WA AlaIatOltK for Use PNWM Composite Edglaso Single e 14 n. Thermme-TE FWnChaik and Smoobi-Star Nom0W 8893g;0 UructNaMmpacMquot Grazed 12131=1 No Yee No WA Composite Edge Program Smile Door OwAteouwmft X angoratlon) Florida Department of Business & Professional Regulation Page I on Building Codes and Standards INrm s Product Approval Application Detail 6d1&ti9:BA Code Enftor Ratit NO PabPeBma Dab Luna )CeBion NOWhEu r carried AnabaK MOM )fit Val FBCAgereal AaaaYd Dom RIWI 2D17 MI Vidows and Doom and 8ignger Lids Robeao Lem" Eteven M. Undo PE 0811=17 WI V2017 08116=7 10110=7 Approved Category; Extedor Dons (717)305-M PE-W14 (717)317-84M SubCabgery: Sliding Exterior Door Assembles baMngor@mbd.wm Comprena Modsod: Evaluation Repot tam a Florida Registeedd Architect or a Uansed Florida Pmos"W" Engeew nm6332.R4 Products Aamvedfa B" Approved .for .Use bM 21M nag in MINE outside HVHZ RUNUM Pry 3 SERIES 42D ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO /2131r2018 No Yea No WA 145.3g8quotz98&prot 1 Cede Luna Vasion 1 Revision 2II7 CloPsy Bul dig Products Canpmy Caegory: SOON Done SukCWgory: Seatlomi Milador Dar AmmbDn ComplWma Warmth Codification Maio or 1.1edng Bilwsm 6PrduW 1LaE 37 037 W6-0g PAN-2Fi61: 84A, 94, 73, 78, ISM. 190, 76, 7W, 4RST, 4RSF, SRST, BRSF, 2RST. 48. 42, 56, 46B, 425, SSS, Gore. GD5SV, GRBS. GR5SV, AR■, ARSSV, ED58, ED5SV Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Eridk or Conrad Eames-&Ll,gee ywwlbdeta Maly WMrMoW Imenrk Testing Service NA, Gary PSmhW (513) 7704M Inc. (513) 5190588 rnmseennek@ebpay.earm Popes or l 11 11561018 Do Dab pmbpmmnm Palo Validated 5setrmdiral 1S.dmlEml Apmm.tl al" 11raw'? 081102017 120&2017 Approved OWN A� Aporastl fora.. Aoomwdfar Use mm Ri" InHVHZ Outside Hvriz Narrearst Fission. Seel Pan (min. 25 ga.) ShgleCor (up to OW wide) 0812I&= No Yea No +30 PSFI.32 WINDCOOEIMI74; W5 Geroge Door Pap Florida Departrnent of Business & Professional Regulation Pena 1 d 1 Building Codas and Standards imo1e Product Approval Application Detail )3 Smile E av or Palo lab Dab Pending Para Lraa Yawn marldrairm Conrad E&UkMK &Lb� Yogdabd By Hasid P)atml.ed FB2fJsseftwell Applund it" Revision 2017 IN Windows and Dots Brut Sweet Lure Robert Lomas Stews M. Urkh, PE 0SM32017 0&112017 01I152017 ta102017 Approved Category: Exterior Doom (717) 355-MW PE 62514 (717) 3174W SubCdsgory: Sading Fxterkrpoor Assemblies bs llogaNimlodoom Companies gWwcLt Ewkutiam Raped from ■ Florida RegbWed Andlead or a Lkxmad Florida Pnlhnlonaa Ergirmar Quotas, Anomalies ApprormcilbrUse AoQ wedfor Use ia.ld Oman 3+ia#M@d@L Numbw or Mom Pmdud at In HIM Elndsb P3>aSIIwd l't:.lEa 4 6ERIE8420ALUMINUMSODREINFORCED SERIES 420ALUMWt1M SOD REINFORCED OIL 12/3/2010 No Yes No WA XO, XX 98&quotx96&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.01011 /1s701e 926 Egtblst Dora m )abPsn91■ 21M mma veraloin 1 Cow Ege1Puc&JbaDa Yaldim owl Valid SubnOUd PWAa®ML AOmrd Abu RevWW 2017 Clem&AWV Products CanpanY Mark 9pWallsk IntartekT"Ilop SnWcee NA, Gary Pk~ 1129=7 06/10=17 t21062017 Approved Category: Exterior Daces (513) 7704M Inc. (513) 51g4 M SUDCdsgay: Sectiormd Exterior Door Assemblies nnv"bnfleidQdopay.rxxn Complaints* Method: COMOSON Me* of LJWng &at h HvHzz 2Waidaw o Mirejew pnersom 53 053 Vill PAN-2F183: 84& 94, 73, 75, 1600, 110, 4RST, Steal Pon (min. 25 ga.) Dou84-Car (97 to 16'0' 0521=28 No Yes No +30 PSFI.30 4RSF, 6RST, BRSF, 48, 42, 66, 488, 428, 55S, GD5S, wide) WIINDOODE8,8174; YV6 Gauge Door PSF ODSW GRSB, GRIM, ARKS, ARM. EDSS, EDSSV Florida DepeMlent of Business & Professional Regulation Papa / or 1 Florida Department of Business & Professional Regulation Pees 1 d 1 Building Codes and Standards I(Mie Budding Codes and Standards 'lawls Product Approval Application Detail Product Approval Application Detail FLa17&27417 Rote Entire or tab ,sib Dom pending 20 gob BMW or Rik 2MB Para Luna Y,�on lido wxmtsd By Ydld�d tiWgedfed PlQARRMW A AMR mms � Conrad Ea�ii� Vail k P Age am Revision 2017 CURRESMWimofAADG, Inc Dedle low ULLLC Ted Barmen, PE 11f302017 1WA=7 iW05I2017 Approved R"Won 2D17 Its Widows and Dons Burnt SBuga AmorladmaSteve nAmslural M. Uric, PE 12282017 12/132017 Vaklo ted Cplasom : B406M Doom (641) 49428" (305) M4707 Caresser. 85&300 Manufadunn Aesodatlon (717)317$454 bc Suategoy: ExWbr Door CamponoW w do.dedk■ps.Oka SubCologmy: 8*4 Hung bsMh . d: Canpfrome Merha oCedgloa9on Maio or Losing ComPSna Msihad: Cemfatlon Mark or Using Ammwd for Use Appromolliorboo l Apmoytlfortnas brood Dealer, lea produat NbdL Number a lions Bow IILl1Ati oub"I DAZ PiOlreas pregame leas In HIM cursors Ali liuillard P1adt� 1 607, 707, 727, 747, and 847 Single and Pals of Dedm Flush. dazed, and Lowered ample Ind pairs of 121312025 Yes Yes Y" WA 2 185 SH 5bM Finiff ge Frain IOISG Single Hung 1 OI09201B No Y" No +80/-80 Meow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FSP 1 d 1 14 010 Florida Departlrrent of Business & Professional Regulation Building Codes and Standards Product Approval Application Doted P.P 1 sir 1 1f als 17tiBSU4tl Sun& army or Sara lira Do tPending no EAINSAW Snide soft or NO )era pd.P4oda 2alk LSO Version manumaturls, 26nb1* Emerges aLiagee Vallftbod IN Vaud Ill. WARRearraf Aaprond AMR Do VMiIE Alksairsaw contest Emek &Lien" Validated OW Vaudfmd SUbmrAbd RIC A00001 Aanrovd Pi4Pm P VWM 2M7 a Vindows and Doom "at Slow AroalanAndlbetural Stamen M. Urkh, PE 12I312017 12/3112017 01/04MOiS Approved R.VWW 2017 PGT MIAMrb Dean Roark kfamFDadr, BODO - CER Miami -Dads SCOO- VAL IZ202017 12MI112017 122W17 Approved Overpay: Windows (717)365-M MaruePWram/Wodatfon (717)317-8454 CW&ory:windows (941)4MO100 (78S)310.2690 aubCaraary: Fixed bemn"nawd can SoloCalborpary: Fixed dEa .rxn Compliance, Msgnod: CwW4eWn Man or Using Cprplace Maned: Co"kdla Mark or Listing Aaroved for Use Ararared for ttss largest Dell= P 2getlh Ageno(d tatlda lamed DOIE awl InJldli Ouldds KVHZ Rowlemas Plgeaam. )race!PladmUodW KumbormHom Product Dosedodw contraft EmAradw Dab In WAR Outside.mau BOlaw Pressure 1 185 PW 73 x 72 h mgW d oases 0410312018 No Yet No 48ae0 9 PW4=(Cage MW a lrp"Q VW Flood Wimdwd 04131111lim Per, Yoe Yes WA Florida Deparfmard of Business & Professional Regulation pap 1 of 1 Florida Department of Business & Professional Regulation F.P l or l Building Codes and Standards If lmle Building Codes and Standards I/Mle J 225111 Product Approval Application Detail Product Approval Application DOWN Must Ymlon run RevWa 2017 Cowe TECopomoor CubCor Exterior Goon I g Exrtkr DoorAa"m"as :SNW gad! foray C1 20 Dora fabP1� )era Code !� Ra DNWP� � E a Mired a Roamed mma Yltma vexamd ayYddod AWMIM FOCAllaraal Approved l� Mtn Vltsi9a liog yefldalod � Ceara[ Vlaonrad lrimEbd FBS Appro Y A9=!rid sea Ar ftd F Florida ReplWled Ardxped a a Lksnaed Florida Revision 2017 POT hduaal" Dean Roadt Miami -Daft BCCO-CER Miami -Dade SCCO-VAL 12r.=17 I TM17 122=17 Approved Revision 2017 MI Wlmaw and Door amM 8klnpsr Amoroso Amhbormal Blown M. I", PE 0110MIS, 01/032018 Validated Prole"knal EVIDW Category: Windows (941) 46"100 (788) 315.2590 coley : W Widows (717) 38ti-3300 Monufucanaa Asoodal on (717) 317.0454 FLOMD!M Products SubCasgW. Single Hung dEalr®pgtlnduabbs.00m BubCNepa11: Horlxorrrl Seder beMnger®rmiwd.am Canpoana Ward: CeM6atla Mark a Led" Coma Warned: CwW4Wm Mark or Lbag )iaglt ProdudMoaat. Wsxxbera N"xe FM3&= Fredonia, 13-ms""413 Products1 a. &quotFEerCtaam" dot, &gwtsmoothster&quo;, DOd A ed.!'!>iirat A Dolan IlquotChmaloCraR&quot or8quga;CbssicCreft Oaf Product ExelmawD ate In HVHZo J Pressure&■l DUbWkHVHZ ltO� Pronoun,kWW R 7 SHd6W BAtge, Missae impact) VW Single Hung VMdow 07202020 Yes Yes Yet WA 1 H8188 Fun and Ruse Fromm 7ax6P hladWd Glass 02/1a2019 No Y" No +651-M Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail iron EoatroaiLlor,nn Validated Rkk Wright Lyndon F. SohmidL P.E. Ryan J. Keg, P.E. (419) 2WI740 PE-43409 (813) 767-SM ridtw®mAldparmusnts. an Pape 1 a 1 IAW2018 Do Est pd"P.anam Dow Vaddsm SubmWad PWADWMM Aposayed rAm 10118=17 101182017 10222017 12/12/2017 Approved Quark, Assurance AaemoaillblUse A,,I vWf ttm lid DdE Product Description Commad mmham Dots Is OabMeMV1¢ ! l'1 88030;8 4uotimpadBqued Glazed Fborgrass IWIM 21 No Yes Y" WA Single Door -BQ Inswing aOuswing Configuration CU N N U PD N 2 Q/e�[ 0 .� �V U -0 a)� a- ) O CO v! O C Q C O N CIO O LL CU W 0— /2�� /3 CL Cn casses (D U W O }n'� W ca 0 L— e�tmta�a CL CU cL U 0— Close, Cl) v r V `n W W Q Z Z Q J SHEET NO. PA 1.1 a Florlds D"rbrord of Stodnew & Pfole MWW ReFWM p go 1 d t Flotda Deperto wnt Of Busim" & P1ob"fonal R"Wa t papa 1 aft Bu1dMp Cod" ern! 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PA 1.2 s■ Florid Department of Business & Professional Regulation Building Codes and Standards Paga l a i INNIS Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 a i +N0+& Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of I INNIS Florida Department of Business & Professional Regulation Building Codes and Standards Page I of I +armte Product Approval Application Detail product Approval Application Detail Product Approval Application Detail Product Approval Application DaLll FIa¢N&tt Sr9sk Me Version lirolaguist BASIN or lion FaisaliJ,MueyadomEv 2011 Rah DOD pending Yald" AUkM Ml F849ooerrtl 291 A,,,*Vod am& Redd mat Version NkndaLiw Eedlitor Erefiessu A License wilu.dev 2im Zak VaInkMII BYaormed Dab 20 FERApproal Approved Amba FLIMAOTkU Redo Ming vfele Okrodaahno[ Ender Contest amdau-i.LMMyerbardOw go lists valkafed AWOM Dab POWIM FOCAneroval Rita Appian Alma RMTJNAU Stlms mmt vaaan aft entity contact Enakessir a Licenses, Imnat.u81 Rik 20 DM*Paedim VANdaM Eahmad PBCANMVW laic Approved Ekhn Revision 2017 Boral Roofing I MordedNaltia CAWVWy Roofing Product galu lion an The C4teplprmce :Enluatlan Report toms Product Evaluation Emdty Thomas Jsmrrwt AMC, unaonn Evaluation GaryW. 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Yes Yes Yea WA 2 24 Coe Golvanhed Steel Stan PanIwNHVHZ Comrgated Galvanized 0" SWIM Panels retained 121312019 or not by tradke to provide huniearr protection. No Yee Yes WA 1 2298 &amp; 24ga GaMnked Steel Storrs Pawls 22gs &amp; 2492 Galvanized Spa Storm Panels 12I312016 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Pepe i Uri INNIS Florid Department of Business & Professional on Dep Regulation Building Codes and Standard Page l a+ INNI& Florida Department of Business &Professional Regulation Building Cods and Standards Page 1 at i IA201& Florid Department Of Business &Professional Regulation Building Codes and Standards 14gs t a i IA2018 Product Approval Application Deals Product Approval Application Detail Product Approval Application Datall Product Approval Applicaton Detail FLl12Nm iredd Min Ymkn aMOIIk4Llm[ Emmsr 99" EnaMerBLlem vrlamaM go 20 Dee. 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IOMWID17 IOM92017 II 22N17 Approved Rev anp 2017 MRek Indusirtn, caw. cote"; Sinedund compom as Daub Wart N;C Evabarlon Service, LLC ICC Evaluation Reeks, (314) $51-7480 I.I.C. 11)1192017 101102017 +o2212g17 Approved Revision 2017 MiTek industries, Ind, Capggy: Structural Com4nOnerdt David Wert MC Evaluation serving, LLC ICC Evaluation Service, (314) 851-7480 LLC. lQfl9=17 10/19/1017 10222D17 Approved Revision 2017 Mrrek Industries, Inc. Catsgory: Sucturel Compomkrtt David Wert ICC Evaluation service, LLC ICC EValustlon Servo, (314) 851-7480 LLC. 10/1W1017 lotl92o17 110222017 Approved Subcategory. Tim Plates dwerlllimecom (205) 590-NO SuhCepgay: Truss Plain dwarf@rat.can (205) 5904= 8ubCapgory: Thee Ppbs dwwNlm Loom (206) 5w4vi0 a,mCapgary; Thee Plain daetamil n 1w 599.9600 Compliance McBmob Evaatlon Repot from aCompillaress evaluation Repathom s Method: Evalustion ROW from a M elbn Report tan ■ Product Evaluation Ell* P�mdrcact Fwagtlon Entity PLMIFF-Ra Paadrum Product Evekothn Enftf PCamPrpnce roduct Pion Entity P102107401 Producla Mae PrgdrctMedeL Nr miwaNene Qugk A- Approvadjoiruee Ammwd.*,U- In QJstl>111, lEBfi iPressureSeS Press Approvedlimuse In HM 00" lam. HVHZ Rein Ptaero Ala ProawtModel. Member or Name PAW Assuramen Product Amarmdfortta Aooroved In tOg1L for Use i ns Prmlk FIMINUIProducts ow MOM, Number or Nam MOM, PL edLtlle Agarmred6tl lie App®ulta ids a.tm>z lgroa9i ! Aldo A gmsm 1 M186H8 18 ga. super high strength true connector pap 01101rim Yes Yae WA K!A 2 MII 18 10 as, Ines aaador piste 0110112im Yes Yes WA WA 3 Mr18Hs 189L high skangn truss connector plats 01/0120E3 Yes Yes WA WA 4 MT20 20 ga. sun oDmwcbr plate OtA/2D23 Yn Yes WA WA Florida Depad ment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Paw i a i ,lHWe Flodda Department of Business & Professional Regulation Building Cods and Standards Product Approval Application Detail Paw 1 a i +& Florida Department CF BU81nese & Profesaiorml Regulation Bundling Coda and Standards Product Approval Application Detail Page 1 of I term+& Florida Dep sitinat of 8upinses & Profasiorml Regtiedon Budding Codes and Standards Product Approval Application Datai e= F4)N117416 lim EDiffiL9r Pak gate RakPMBIpp Rest 20 Entb or Rik gd Dd§Pwkgm Rik FLa8 V4tg gm EnW or Rik 20 DOWJPondhw lag PIaB627.rM 211111 Entity or Rik Rik Dab Pireding gas coma VaOku Ywltadree contact EO@ke sue Er Yam" MOM FBCAooppml Appealed Ewe mat version ailaggalistaig Enalinger ALicaeeyaMa`d09 idd" AWOM FISCAporaval Bppmm See mme !ersion 1sundk& et oNdw EndirmarlilLicanse Vidideffied By vaSAabl oubmw FHRdoarearal A-AmS See alma vewe lauggillom contact Emlmuil VardaedIN YaSYiW SaYmsMtl FOCAnormMI AgIzmlMl Swan Revision 2017 MITsk Industries, Inc. David Wart ICC Evaluation Sarvb, LLC ICC EvabaOon Service. IW1 Wm17 1OII W2017 10r22/2017 Approved Revision 2017 Nhyerhaeaor Rob Belden IOC Evaluation Service, LLC Jorm A. Rosman, P.E. (022/2017 0820/2017 071=017 Approved Revision 2017 Wayerhasunr Rob BakNrlul ICC Evaluation Serb, LLC James A. RoU man, P.E, oaraM17 O112Wm17 07103=17 Approved Revision 2017 Weyerhaeuser Rob BabeIn ICC Evaluation Servicq LLC James A. Rothman, RE C8r1711017 0512AM17 07A312017 Approved Category: structural Components (314) 851.7480 LLC. Gpgory: structural Components CM) 9248476 (606) 839-1344 Category: structural Components (259) 924-g470 (808) 839•+344 Cnegery: 8budural Components M 9244478 (808) 839.1944 SubCalls"! Tress Plena dwersigeacom CM 5904M tusCapgoy: Engineered Lumber RobertBaldwirillwayabe Subcategory: ErgNeoned Lumber RoberLBeld"Qwxayerha a4mcpggy: Engineered Lobar RaberLBaldv4tsevyema onampasentes M*.Ph Evaluation ROW from a � �t from a � Compliance . 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Mgt strength truss connector plate 01/01MM Yes Yee WA WA / Mlaokm LVL Laminated Verger Lumber 03131211,19 No Yee WA WA 2 P&MaaO PSL Par" Strand Lumber 031312019 No Yee WA WA 3 Th eStraw LSL Laminated Strand Lumber D3r312019 No Yet WA WA Florida Department of Business & Professional Regulation Paga 1 eri Florida Department of Business & Professional Regulation Pawl a i Florida Department of Business & Professional Regulation Page I ef2 Florida Department of Business & Professional Regulation Page 2 V2 Building Codes and Standards 115MI& Building Codes and Standards ++ 1e Building Codes and Standards 3R&2018 Building Codes and Standards 3 za tote ProductAppnwai Application Datall Product Approval Application Datall Product Approval Application Detail Product Approval Application Detail rival9v Assurance Approved for Use Approved for Use Impact Resion FIJ66274m Fly Sea p Pratlua Model. Numaer M Nam Product Deurloeon Contract expiration Data In HVHZ outside HVHZ Resistant Pressure rd* mat game Revision 2017 Wtyemaeuaer Category: Structure! Componanp 6ubCabgory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evalu it EMty entity W c9ffio J�eLiLl�e V■Ildated av Rob BabwIn ICC Cwluatbn Bervlce, LLC Jemrpe A. Rahnen, P.E. (281f) 924-6478 (608) 839.1344 RobsRBslthvbtifiwtygma OUW.O n Rik laic lkkPe.m y awm3ue FRO Agencies] Otl221m17 0e20r2017 Rik A� 07/0372017 Am& Approved � mmg V&1% Revision 2017 MmLdgetu Weysrhruaer Cana,", abut" Carponerar eubCapggy: Engineered Lumber Compliance Mallod: Evaluation Repod ham 4 Product EvauaBon Err* Ems' of QgoMct p iygypgg yg ROE Baldwin ICC Evaluation Salvias, L1C Jars A. Rosman, P.E. t253) 924-6476 (808) 839-1341 Rola rt.BsbvAmmwwjOrhe eum-com Rik Rik ] Dam O522I2017 ON2Wm17 Jats es� 20 EBQAoertvn Aulamted OI0'J2017 Skin Approved mm Revision Code Version Manufacturer 2017 Gulf Casa SUPpty 8 Manufacturing, LLC. Category: Roofing Subcategory: Metal Roofing Compliance Method: Evaluation Report kin a Flodda Registered Architect or. Licensed Flitch E d M or Contact Enalnear&Lice se Validated By En9 David Daniel S. Kuhn Locke Bowden P.E. (352) 496-0778 PE-75519 (334) 300-1800 bfoagutcoastsupply.com 292 gnu Valltlaed 9ubmMed 10/122017 76h02017 Deli Pending FOCAooroval 70/17(1017 east Aarxovetl Status 12/122017 Approved 18 1B 20 21 26 Ge. GuIfPBR 26 Ge. GulfPBR 26 Ga. GulfPBR 26 Ga- Gulfft Min 26 overGa. 15/32& Roof Panel over ix4 Wood Oa/122024 Purgns Ga,+ffPBR ov;Plywood Min 26 Ga, GulfPBR war 15/32&qua; Plywood 04l122024 Min 26 Ga. Gul1PSR war 1x4 Wood Pudlns over 04/122024 15/32&quot; Plywood Min 26 Ga. GurRib over 1x4 Wood Purlins over 04/122024 IW32&quof; Plywood Yee Yes Yes Yes No Yee No Yes NIA N/A N/A N/A -NIA/ +N/Al PSF +N/A/ -154.7PSF -NIA/ -151.7PSF +N/A/ -1642PSF Professional Engineer 26 Ga, GuliFib Min 26 . GORR, 5 .Gel GufRbovar1132&gJct; Plywood 04/122024 No Yes N/A FLAS=40 Product,22 wi 4 ProtluctModel. Meaberar Naas TJ Rim Board QMINU-4 Ra0e Structural Composite Lumber a Chamber strand 09131/2019 board Rim Board Age A-,d1,lkl In HVW Quiside Ii�tZ No Yes IMOO tielm� WA Raltie p: WA P1.i6627-�Predrmts Elms 6 erode:rhd.L xermeraeaee Wryemaetuer Rkn Bard amww Pie oriented Strad Board Rion Board W7 ir"a Anorolctdfor Lie AtitamredforUe kk VHZ NO wit z Bohm Yes WA hale FMe1Q WA Sea # 1 Product Model, Number or Name 0.032&qua; Aluminum 5V Cnmp ;m ouallty Assurance Product Description Contract Emmiratlon Min 0.032&qua; 5 V Crimp Aluminum Roof Panel 04/t22024 Acraovedfa Use Date In HVHZ No Approved for Use outside HVHZ Yes Impact Resistant N/A Design Pressure +N/A/ 23 24 25 26 Ga- GuttRib 28 Ga. GUIfRib 29 Ga. GulfRlb Min 26 Ga. GugRib over 15/32&qua; Plywood 04/122024 Mn 26 Ga. GutRib over 1x4 Wood Pudlns war 041122024 15/32&qua; Plywood Mn 29 Ga. GamRb over ix4 Wood Pudins over 04/122024 Yes Yes Yes Yes No Yes N/A N/A N/A +159.2PSF -159. WA/ -tss2PSF +NIA/ -164.2PSF +N/A/ 2 0.032&qua; Aluminum Gulf Lac over 15/32&quot, Plywood Min 0.032&qua; Aluminum Gut Lok 16&quot; Wide OM122024 No Yes N/A -108.5PSF +N/A/ 26 29 Ga. GUBRp 15132&quot; Plywood Min 29 Ga. GORR, over 15/32&qua; Plywood 04/12/2024 No Yes N/A -123SPSF +N/A/ Evros Rdredl 3 1&qua; 24ga. Gut Snap Roof Panel ova 15/32&qua; Plywood 1&qua; Gulf Snap 24 Ga. 17&qu0t; wide Roof Panel 04112/2024 over+5/J2&qua; Plywood Yes Yes NIA -116.OPSF N/A/--131.OPS 27 29 Ga. GulfRib Min 29 Ga. Gul Rib over 1x4 Wood Pudlns over 04/122024 7/16&qua; O.S.B. No Yes WA -146.OPSF +NlA/ -101.OPSF 4 1&qugt; 24ga. VersaLm 1&qua; VwseLw 24ge 16.58.qua; Wide Roof Panel 04/122024 over 15/32&quot; Plywood Yes Yes N/A +N/A/ -138.5PSF 28 29 Ga. GugRib Min 29 Ga. Gul Rib over 7/16&quob O.S.B. 04/122024 No Yes N/A +NlA/ -11&.OPSF 5 1&qua; VwsaLw .032&qua; Aluminum 1&qua; Versal-oc min .032&qua; Aluminum over 041122024 Yes Yes N/A +N/A/ 15n2&qua; Plywood -101.OPSF 6 1.5&qua; 24ga. Gulf Snap 1.5&qua; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +NIAI Panel war 15/32&qua; Plywood -116.OPSF search Criteria 7 1.5&qua; 24ga. VwwLoc 1.5&qua; V.-L. Min 24ga. 18&qua; wide Roof 04/122024 Yes Yes N/A +NIAI 8 9 10 11 12 2&qua; 24ga. Megaloc 24 Ga. Gulf Lok 24 Ga. Gulf Seam 24 Ga. Gulf Seem 26 Gel. 5V Crimp Panel over 15,32&Wct; Plywood Min 24 Ga. 2&qua; MegaLoc 18&qua; wide Roof 04A22024 Panel war 15/32&qua; Plywood MVn 24 Ga. Gulf Lok 16&quot: Wide war 15/32&qua; 04/12/2024 Plywood Mn24 Ga. Gut Seem 16&qua; Wide Roof Panel 04/122024 war 4 Wood Pudlns over &quit; qua; Plywood N1n 24 Ga. Gulf Stem, 1 3!4&qua; Snap Lock, 04/122024 18&qua; Wide Roof Panel war 1522&qua; Plywood rin 26 Ga. 5V Crimp Roof Panel over 15/32&qua; 04/122024 No No No No Yes Yes Yes Yes Yes Yes N/A N/A NIA N/A N/A -123.5PSF +N/A/ -108.5PSF +N/Af-96.7PSF +N/A/-93.5PSF +N/A/ -108.5PSF +N/Af Code Version: 2017 Application Type: ALL Category: ALL Application Status: ALL quality Assurance Entity Contract explmd: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pro AS: ALL Oat. To: ALL FL 9: 11651 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Mumber or Name: ALL Approved for use In HVKZ: ALL Impact Resistant: ALL oat. From: ALL Florida Department of Business & Professional Regulation 1 a 1 Pow Building Codes end Standards 1A7m1& Q Product Approval Application Datall Florida Of Business & Professional Regulation pew 1 a f Department Reguleti BUlldlTl Codes and Standards i/fii2016 R Product Approval Application Dated 13 26 Ga. 5V Crimp Plywood tin 26 Ga. 5V Crimp over 15/32&qua; Plywood 04/12/1024 No Yes NIA -156.5PSF +N/API3t,PSF EUMNI 10 P1.11117114413 14 26 Ga. 5V Comp fin 28 Ga. 5V Crimp Roof Panel war ix4 Wood 041122024 No Yes N/A +N/A/ Se90 111121 YaMlon Enifty W R>tld EatlllweimL vald■t.e ev go liar md9m SglmBwl FBA Rate Approved sm Salt coral version jigialligglass E Corded Emkear&Ucme laic 20 Yam Ba4wwl M FBghpp[mral ApproYed AMR 15 26 Ga. Gulf Lok Pudlns over 15/32&qua; Plywood Mn 26 Ga. Gut Lok I S&quot; Wide Roof Panel over 04/12/2024 15132&quok Plywood Yes Yes N/A -156.5PSF +N/A/ -I9I.0PSF Revision 2017 CART -CREPE Usk Inc Cbsgory: Structural Components eubppgory; Products Introduced ae a Read of NowTatlnwbgy Craig Perrino MhmWade BCCo- DER m rrAxi s BCCO - VAL (613) ez 4B11 (78a) 3/5.25110 11/+4=17 10/18f1017 112/2017 Approved Review 2017 Conanercta Concrete Produc"o, Gpgprp. Structural Carponeto SubCepgrary: Products Introduced am a Result of New Tect .0600 Robert Gage THUY H- Ill John Hoy (813) 61193707 of-80122 (352) 588.5311 10/142017 101192017 102e2017 12112017 Approved 16 17 26 Ga. Gulf Lek 26 Ga. GulfPBR Min 26 Ga. Gulf Lac 16&quot; Wide Roof Panty over 04/122024 45/32&qua; Plywood Min 26 Ga. Gulf PBR Roof Pand over t5/32&qua; 04/122024 Plywood No No Yes Yes N/A N/A +N/Ah63.5PSF +NIAI -154.7PSF Compliance Malhock CBMO=U n Mad or Lhsg Compliance Mdh0* EWANK n ROW horn a - Florida M ionaRephped Architect a ee lkme ered Florida Engineer Approved for !Use AaBmraa her lmad 22" njmn4m products Sea In HM pub" tBltQ pm 1 High ssargBm Concrete Llutels 4, 0, 8, and 12 )01ti1 wide IMW DWt 20+8 Yn Yet WA WA Zfffi! Gamble AssevereasAgaraved for.Use Approved ilLMM for Use islaw ! Damon Prom 1 Quality Rena or Commercial Concrete Products Pecaa and Prestressed Concrete LlbNs 05MV20 4 No Yes WA WA Search Cdhd. N N t6 > p N � -1-, U � N O cal ' 75 --1-'N - � Ca O � -tn O = O O 0 C6 U- 0 > ,Cn Cn E L O a L CL -0 /VU ) Q. r t I ' A 41li t�«��ym� r Cn -tf o -� U) O L CL CU CL C/) 'so O L Des. V m We G Q z Z Q J d SHEET NO. PA 1 .