Loading...
HomeMy WebLinkAbout3052 Moulden Hollow Dr36)52- ntmaldei, t/6 (/ (6u) Elm AB or A.B. ABV or Abv. AC or A/C ADJ orADJ. AFF or A.F.F. AHU or A.H.U. ALT or ALT. BC BF BK SH or Bk Sh BLK or BLK. BLW or BLW. BM or Bm. BOT or Bot. BP or B.P. BRG or BRG. C CAB CIR or Cir. CJ or C/J CLG or Clg. CMU GOFF or Coff. COL or Col. COMM or Comm. COMP or Comp. CONN or CONN. CONT or Cont. CT or C.T. D or D. DB DBL or Dbl. DCF DEC or Dec. DED or Ded. 3 DIA or Dia. DISP or Disp. DIST or Dist. DMF °D DS or D.S. v DTL 0 DV or D.V. DVP or D.V.P. cV DW or D.W. EA or Ea. EWorE.W. ELEC or Elec. i ELEV or Elev. EQ i EXT or Ext. m EXP or Exp. FBC rn FDN or Fdn. FXD GL it FG FIN x 0 0 0 J Anchor Bolt Above Air -Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet B'rfoid Door Bookshelf Block Below Beam Bottom Bypass (door) Bearing Carpet Cabinet Circle Control Joint Ceiling Concrete Masonry Unit Coffered or Tray Ceiling Column Community Compressor Connection Continuous Ceramic Tile Dryer Door Bell Double Decorative Cementitious finish Decorative Dedicated (outlet) Diameter Disposal Distance Decorative Masonry Finish Drawer Stack Detail Dryer Vent Diverter Valve (plumbing) Dishwasher Each Each Way Electrical Elevation Equal Exterior Expansion Florida Building Code Foundation Fixed Glass Fiberglass (Shower Pan) Finished ABBREVIATIONS FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. 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 Insui. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. 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 Mft. 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 REVISIONS 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 SO. 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 or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN orThik'n. Thicken TOB or T.O. B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS 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 or Vert. Vertical VL or V.L. Versalam VTR Vent through Roof W or w Washer W/ or w/ With WC or WIC or W.C. Water Closet (toilet) WA or W.A. Wedge Anchor WD or Wd Wood WDW HDR or WOW. HDR, Window Header WH or W. H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 08-20-15 1.0 NEW BASE PLAN co 12-8-15 2.0 ADDED VAULT. CLG. 0 S 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. r� .•V MINININININININ 1E 4h, 14 1 i IF A 11 S In, 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0 z_ord z(0 z z Ln CD cn w °V — O w r �1 � . FT - 1E �(D v , ~g M f6 V 0 m N W E _ S aiF— N M � M CN =� o00 U "m O <IC 0) Y r` U, rn ¢ d AI B ®® N-BDC - N N Z W �o,'Naz ' z F- ii a V w LU N U i iW E V -_��� Z C N P7 Z yME UM V—N A py SENG.co ZZ J _ (Y �g 'off O F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z W� Lu U480 ZEU< U, Z' J 0-0 Co w W N 8�o w z o ! U �Z °� u z w F o ,Z O - J lJ U = 000 J O m a U a h Z<ZQ ¢a 2 S 0 Z Z ,-i u.OgLL a 2 !i w J to c G z ;u-= V)OVa ~ ~ �.lz z � ao S m 00 Z g = J171 ` Z rn ,--i. a cn o SCALE . AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. C S 0 0 J i' w O T H.B EGRESS EGRESS C? \ I AC PAD \ \ \ 00 A S3 TYP @ 1 STORY 20'-�� ---- O O -36 _ boo - 36 N P)SWY 16'8U5'EP a Mw w �n° CD °� 2'- - 10'-4" "�`° r 10,-4 o v 2, 4, I I FIBERGLASSO "oo i SURROUND iv I j B 2„I I 5 - I R NG _ o o 00 �1 \ I `� �`�/ o CAFE `r' 8'-0" CLG. PATIO CARPET t o 4'-0" - 11'-7$'I I T 0 N= Q \ Q i OPT. REF. - i I , , CO BEDROOM 80 CLG, CARPET 5068 B.F. 8'-8" BEDROOM 3 8 -0 CLG. 2 CARPET q M 5' 4" 2668 C0 1 ( o� ' ,„ T ILE =o w o rn co N Unifl ti 14'-6" I 5'-4 r 2668 BEDR OM 4 8 -0 CLG. CA PET I 4068 B.F. 7'-6" L500 r --- I-------- N R&S rn O w TI ESI Kw/ ISP o.w. o o I _ _ I ao C---------_-=� ---- _ _ IF b I j 1 - H I I I I 6-10" % 4'4" 23'-0$" -------R&LO S------ CO 3'-10" T-8" ----- -- HDR AT T4" 10'-10$" 5'-0" I 6 ,nL O M A S3 TYP @ 1 STORY ' i FAMILY R M I g'-4"CLG, I CARPET I M�� I 4''0" (4) 2x4 #2 SYP STUDS BERG W/ USP HTT4 BASE SURROU Q A68 R.A.G.Mrig AH U T 60"x36" SHOWER - 3068 ENTRY 8'-0" CLG. zo `t LO o o LO -- - Y - 9'-4' CL . 2:12 VAULTED CLG. ' I 0 5'-4" (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE c- - - IIR 51 I �X I- I Ir ¢ I II 11t/! l lI L__y_� K i�" S3 EDGE OF SLAB 2" r BEYOND WALL _ CC G.T. S3 S3 I I NOTE: (SHED I WALLS TO BE FLUSH. VERIFY IN FIELD. I� I jI O 1 I I w I I W I p I I X cn _ I I I I I III I I 1 I I I I I 8O7 „ I I I I I III I I 1 I I I I I 8'- „ C r� G V. LE t` OPT. D OPT. 1 C N I 1T-O" R&S _-___- HANSON BOX @ 36" A.F.F.11 DRYER VENT THRU ROOF 7_w I I I I I I 5'-3 " I 82. 3'- 10-1 - - MO�0 w JN=11111111111110,41IM11111 I� N r 1 OWNER'S SUITE °, 8'-0" CLG. rB I 00 CARPET 0 : i W I C r' 8'4" CLG. CARPET ---------- R&S I (0 I 1 I I 1 1 J 2 CAR GARAGE $'-o" CLG. 2'_6� BUILDER TO PROVIDE O APPLIANCE W.H. _ PROTECTION �o WHEN REQUIRED cv PER FBC I I I I I I I I I f I L T__--------- I I 1 I 1 I I I I I I I 1 I I I I - TIE INE 5 SH = 6" DPT' 0 1111111111*77=1 I I 11*1 1'7�7= I H.B,T T-10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) -2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 S.H. 13 20 X 38 j 18 X 37 S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38j 26x371 S.H. 1 H4 27 a X 50 i 26 x 50 S.H. 1 hi5 27 J X 63 26 X 62 1/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37JX50j 364X50 S.H. 25 37jX63 364X621/2 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 S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 52 X 62 4 S.H. 36 54 X 72 52 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -30.8 © +29.7 / -39.2 O +28.3 / -30.8 +28.3 / -36.4 /- +26.6 / -28.0 OF +26.6 / -32.2 0 SEE SIN SHEET O SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 11111111111111111 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. N LOCATION EXT CONC WALL EXT FRAME 2 x 4 FIRST FLOOR PLAN - B 1 I CONDITIONED CEILING SCALE: %4"=1'-0" R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION J R-11/R-13 KRAFT FACED (GARAGE / LIVING) _i CD �' M 0 z z Q U, Z V) 0 C � w C� Q Ow ton U �CD m N w E t- 8 mM M N U M �S O o0 y"-0000 U LY 44 = N o <Crn o-o �oQv am Q o 18 ®• NBD C a wYQa ,11� r - ♦ N 10 C2a M a;Z W MN-z w z �� LU F'- C] W ° w U_ $ G. Ck W V ��� .Z0-SUAIN f! °xo r Ern CO UV M NG. OM J f�j Y IN �y Off`" •°• ar 7tfBllit�tt� 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.LennarTam ap com �o �o za Z.:a w d ii rU480 z W g of,c �ZZ Z�2� A < o 5o N �z"o Q CL �z ) LL o OO = C/)zi T� V • T > LL 8 o z 0 J LU i7ma yL NLLJ z W z L' ¢L 0 z J rl UJ `Y2� a c Z o •-I Uj ¢ ~ 'v g'o n �- 2 Q wEz z LA m 0o z g w = ¢Z UJ �-•� 0- U0 s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 1.0 2'-84" MIRROR C9 z M s o z z Q 0 tlr" co W E: 00 Iw 0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. —� SPECIFICATIONS — — 1' 0" 1 " x 9" SMOOTH TEXTURED HEAD/BAND 12 5� 12 5� NNININININ101 M�IININININI T-0" RIDGE VENT 12 5� 5 12 1" x 9" SMOOTH TEXTURED FREEZE BAND -------------------HEEL OP i0 — — T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS I O FINISH ON C.M.U. = I 00 co (TYP.) -1 co F.FL. +3" SMOOTH TEXTURED BAND F2 14'-0" RIDGE VENT 12 �5 FRONT ELEVATION — B1, SCALE: ,/> _,.o. RIGHT ELEVATION — B1 SCALE: 1/4"=11"411 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. ""CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ, FT. C9 _� Z M 0 z� z J 0- z Cn (D � w (Prou M _ O LL° Of: F- Lh E V) r— .� C) CO p m CN W S N " '3' o" maM =9? O0N «" 00 U � Y o O Co j� ¢CM K Vv rn Q d B D• N-C B-D• /YQa. o c+i `o oNo LUC'3 Z z F �� z � UJ W > E O a t Z o N � Z M E°' Q LLm o ti y A' yam. 0 • \ • ep/ '� V &DO�9 VV VV •. o •••' . R O F E S 5\Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com €oz 3Q zaa f z Wai X UPzoo O iZ � �oWzz 2 J Co w 0 m /\�/ W 8 LE L ^ ri LI L J W z z ¢ o Q ,,, g C:�� z 0 TT 0 o c r Z Ow z 0 Q m a � Z¢O� {�— ¢�f Q o�s o z Ill +� Lr) W �a2r, 7D,--- J LU C U F� U � d- � Q Q z u_ f- ��z z t7u z m rn 00 z _ ` Lu rn a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 3.1 it c a> S r` 0 0 N f` I 00 i Hi m rn -v v CD 0 0 0 4 X) 02 rA N W C a T n nn — 11-011 12 5� 14'-0" RIDGE VENT - - EXTENDED OVERHANG TO BE CENTERED - ON DOOR 12 ;�_ 5 T-O" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MAN UF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - B1 1" x 9" SMOOTH TEXTURED FREEZE BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 11 - - - - - - - - - - - - - - - 1'_-----------�'r HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" TEXTURED CEMENTICS IOU 20 FINISH ON C.M.U. (TYP) TEXTURED - CEMENTICIOUS cp FINISH ON C.M.U. (TYP. ) F.FL. \- +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 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. cJ "' zM _ o z�z a E3 z kn (D Q N w O w ZD 0 Cn CO o� m N W F7 E (�?o N cM C m M =CO �i OoN ��oQ°Do U os 0 f6 0 L r` ¢ Qv rn Q o A B D. w-a-w- sJl N N O p N O] Z W C'M�z W a � 4 a UJ 0 _Z p �� o UMZ rn a NQCi Qn ILW o � o WWW.FD ti N e,\N``C�0 • �N E ., i yz n� O F E S 5\O 7111,1111111 utl3�\`•\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz Lu za F z U z C �oo o 00 0� o w /'1 w "mt'ia < J zz L >/ ^ L.L w Y8 f LIJ z 0L 0 a 14`"' C/) j C z o d' z J W U = T� '� oOo ' 0 J h < W o`er m a Whoa N � z<z< LU a¢u 02 z Z 152: o J r1 (� LLJ z = z o U 8FF z ca LiJ R rn «� g = a ,-4 a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4 . 0 SHEET NO. 3.2 00 w M 1 2" 2" *NOTE: VARIES 1'-10" 1z" CAP r CAP iv N FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY ^ 3 1/2" RADIUS 1/2" RADIUS �M W N r- ih 5 � COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 12" '- N 3/4" RADIUS 4 MIS v 1 1 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OFF 1" 4" VARIES - 1" OPENING VARIES 1'-4" 210 1„ 22 VARIES V 1 1„ '- iv 12ll VARIES 1 1/2" RADIUS 4"- 344" f I I I 17 21/2" RADIUS x r of v v SIN �v pp VARIES 12" 11 32" 11" 3z 1 BASE iv BASE 3" =1N 2' 2"4 Mla 1 n 1 n r & 3n 4 4 %n 4 3 4" -I 1 12' "NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN �* co REQUIRED BY COMMUNITY SPECS, IF NOT, 1" OPENING VARIES 2'" 1° DETAIL TO BE 2" 2" � BUILT W/ STUCCO. 24„ EDGE OPENING 6 • 0 1-1/2" THICK 1-1/2" THICK 4 1010 N r 24 4 I I I 10" 6" N r rD IN � � 0) b� r 3f1 4 2 cv 2„ 4" 3„ 6" 2 2" N rn w cn w ri 32' 1-1/2" THICK 24 *IN ;- 4 5"' 1 -5„ 52" 00 IN 54" 1-4" 3, 2 iD m 3" a 1" 12' , VARIES VARIES z --- w_ _ 22 � M i • VARIES VARIES 4�� 8�� cat iv 00 I � , ^ 6" 4" CV (V KEYSTONE F11 b OPTIONAL 00 KEYSTONE F11 OPTIONAL co i Rs in 2 44 m s L3' T334" GARAGE DR. OPENING 4 4" WINDOW OPENING 4" 4 NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 14 12 2'_1" 1 4 2" SMOOTH FINISH • FOAM PS MATERIAL IS ACCEPTED E 41 54 ' 2' 54" 3�_8" 7" N 1 " 4" 3'-0" 4" 10,E 1'-4" 101, iv 00 f N L k1 N 1" iV 1" 0 Jim <V CO O M M r � Q,, Jill 2 N GENERAL NOTES: �N o • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH C9 "' Z o — o z� Z a Rod V) 0 n (3/ G!) —J W � V Q .O W ~ e �1 v , ~ C) M o0 m W Ep — U N M CA M N (D O O N §Lcllr G0O 0 Qo Q .o0 9 Q d Al I B D• H =J4 N N O ' e, 00 W Z �Mmz� � z WaNyw� a LL im LY tj g- s o t9-§Z V UM W� ¢ZOQE U o V F WWW.FDS .CO 01 00 0 c� 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 www.LennarTampa.com z zag gF LLj Uzoo Jazz C7�g J �Om U w N O y- Q z z z I..L z z N N3: o o O Lu Lu U = rY- W °poo r, <U6 �x /\ w U O 9. a (V o a z 8 Z< Ho W W � azu, zz N U gj5" I� d- Q Q z uj �Qz Z zo m 06 z � _ o r-I a- (n o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4w0 SHEET NO. F1 m rn Q Co ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets t 20000 AMP #12 copper to 20 amp ckts A #10-2 copperto WH #10-3 copperto dryer MAIN 0 2J0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER � 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 PEPF- DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIGACCESS TRACK LIGHT -�— — FLUORESCENT LIGHT FIXTURE © EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I-D 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. THERMOSTAT I� ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H.I DEDICATED RECEPTACLE FOR MICROWAVE RANGE L 1^ ^1 nr-n [+ncno RECEPT. FOR ALARM SYSTEM VCI-UrT IVICIMM LOCATION WITH BUILDER ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Y rt ; a i "r ei t i r " a .:_..� M 0 — o N Z Q d. 13 V/�)' 'W U_j .V O W \�Lh L 0 H— �L C) CD o 0 m r Wto N CT co co — 8 l N-0 O o 0 oai p U ca C LA_0D < <Co a' Q-o 8-v 'Zr o' Q d N C LLB D C N �O a O M 2 W W Z �M�Z �' z !� w� F. _ Y. 2NJ N WOa o4�' ♦♦—,� �L iWcc in Z 0 � aWs Z mooC LL Q W a N¢M A a' O Ly U O WWW.FDSENG.COM 00 cs N 0 0 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 6th Edition. Engineers signature and seal is only for the structural engineering porlions of the drawing pages bearing Engineer's signature and seal. AM 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz uua z Wain J ooa0 �:Z�Z 0— �o J`w Ras' Q �� S n tJ W" m o n/L�_� W /Q r 1 Z Q ¢ Z Z Z a LL w z J =� N W O �W Q I_ o'0Z�z Q U Q O -I U Pma z voo Z Z -i �o�o Lu it tj LU J T-I Z on z o � V z CC W Z Z o 'tjiLrj ... = -� Z a g ,--I �1 a o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4s0 SHEET NO. 4.0 J E E 00 r N W ATTIC VENTILATION CALCULATIONS - B1 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 b U y Upper SQ. IN. of of vented IN. ofSQ. of ventilationt o 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 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (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'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. (9 Z o Z copy z a. V) CD cn a--� ur •U — O w 12 'v U No 2 C> m N LU E ' U C f[7 M 0 co _ O C:) U 3ii "- 0o 2 ¢o rn 0 �av rnQ d B ®• N•C B,D C N b z W N� 'z ZW LU W �¢ °o �0LL •"� ��� 9`s •� WWW.FDS v V � * J r < U �o G ig .f�Nzxv ,sZ, to �• Eat b, 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. L NR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �o �o za �x F- w¢�� U400 O0Q�.� Z Z' J z f J aw0'` '� ` 0 K Q O V L ^^ f�..l. zz i �;/ LL- � z a T z 0 �' Q U = .^J� L.L L!__ 926 a J O w�ma r N} 0 d=1 ¢<LU LUe Z a&,0� w J � rl w .. w z U�= ¢z8 F U $�< z tu— �2¢z z 00 m 06 z w �z 0 g � � a SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 4w0 SHEET NO. 5.0 s m J co r" .1 00 -0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 64" 1'- a 3`235'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2' 1064" 5'-1164 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN 3'-0" a w g w Cn H.B. U PO@ 1 STORY S3 ■ ■ ■ ■ ■ ■ ■" "■ ■ ■ "■ ■ ■ ■ ■ ............................ ......................... ........ -------------------- �r , I 16'-0" I 2'44-" ih Cti r — — &-31/2' I 10'-0" I /DISP t { I zo I S3 -SINK -- -- - l-- 0 (r- -- I \ � � L D. W. j 111 M III A - S3 `' o r_ L = _ _ - - _ CHASE TO ISLAND �E 11 a I I TYP @ 1 - - ---------__ - 11 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 �z' RECESS CJ L - - - - - - - - - - - - I CJ OPT. ; : -I- e 1 CJ ; FOR SGD. REFER TO �� KITCHEN ISLAND REF. , , ; ; : • : • • • • • • • • • • • • • • • : • • • CJ -I°d-1 ; ■ :: • ; : 1„ 10'-104 PER FIELD I MASON'S SLOPE FOR LOW WALLS ; ; o CONQMONS WIDTH \I� :::.':. '. I .12'-10" 0 in I 16'-10" ' ♦- I-----. INDICATES FILLED CELL w/ 3000 PSI F. -------I : CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I ................... :....... ........... I W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" .... ; ■ ... :. _ :.......... . ■ ■ TYP @ALL PLACES SHOWN � � � LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED �� 4' -0" I 4'-4" 4'-6 " W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE x SLOPE RECESS FOR F FRT. cn STEEL" I POOR L it O , u , 2 6 x2'-6 X1 0 S3 25'-101 s" 9-512a W/ (3) #5 E.W. 5'-0„ "' 00 co — — — — — — — — ■ �� - - - = . ......�. ■ - o A (- CJ CJ \ v TYP @ 1 STORY 83T I S3 CC I U.N.O. S3 (2) #.5 REBAR '- 2'-6" x 2'-6" x 1'-0" I ri I AHU I I VERTICALS w/ in FILLED CELL W/ (3) #5'S E.W. 2'-6'x2'-6"Xl'-0" G I I M m W/ (3) #5 E.W. S3 ' `� OPT. D PT. I : -3 1/2" SLOPE .. ......... 1• 0 I I _ 5'-3" O I N I - I; 0 • 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7a' 6'-5" 3'-2" I SLAB FOR HERNANDO COUNTY ONLY I zo 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN I I S3 o I S3 �`n�; VAPOR BARRIER '- I N 35' 4" 20'-6" ■ I I BUILDER TO I I ; ; PROVIDE I (2) #5 REBAR 0 -0 I : ; APPLIANCE VERTICALS w/ in 4-0 ; ; 1 12-1 O PROTECTION FILLED CELL I WH• WHEN REQUIRED4 --- — -- 1) ---------�' — -- PER FBC — +-- -------) _ .......................... ib q H.B. S3 TYP @ 1 STORY 5'-75„ 6, s U.N.O. 5,_231, V-6" a 4a 6'-0" 6'-0" 6'-0" - 6'-0" 6'-0" s Lx V-4" 7'-10" FOUNDATION PLAN SCALE: %4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = T-0" ♦','♦'fir ♦_,, ♦_r ------------ ,,♦.♦,,♦ ♦. -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r C9 � Z M o _CD Zto Z Q t) (D w >� o •0 w = o �L'I (6 U o 0 m WE MNI Cq CM Cl) _ O o w U ="'ODD oCO Qm �g� ¢< N N M z � ONO ClUV CNM N z IW o ;� E z H - rJi.. Lu �' w LUgo ti¢a rrr &M LL 'N s rzr�El I� �o `� " i `.7 .yam"', •-• 0 F' rfPfllill4�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 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 za f� Wawa z Up 0,n O C n W a ro �-� Z 0 U© ^L, W P: zz } U lY ~ ¢ d i Z z z z � O o C) d- LL U = 0 0rj oFo Y� L << Lu Z Z ao o <ap� LU Ln Ln W L ¢�uz° Q O Q Z L Z L �vv�y LA 7 0 0 0 00 _ ,--I a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO' 4nO SHEEF NO. 6.0 A A q A (2) (2) (2} S3 cyl 3 v a aci s ti 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. c r 0 0 J I 00 A (2) CD A a (2) O 3 IJ Q N 0 a E 0 c c y N Ci U 0 0 I y U N ,o a N ROOF FRAMING PLAN SCALE: %4"=1'-01 1 A Q Q n n w D �' D j D co D D y w m Q m 4 D D D Q Q ; Cl) ry w CJ1 CJ3 TCj3A CJ5B ., EJ5 " D EJ7B EJ5 EJ5 r °' EJ76 _ EPA ERA ; n EJ7A _ EJ51 � X ti�sj (2 CJ31 I EPA n � 1 EJ7A : G1 EJ7A D A :• :• _ _ 7 EJ7 ' EJ7A S3 : 1 I 1 I 1 I EJ7 I EJ7A 1 EJ7 ff EJ7 X • • ,r 1 EJ7 EJ7 EJ7 q EJ7 • • EJ7 ER CJ5 •• ;; CJ5 I CJ3 W •• .. � CJ3 cn CJ1 CJ1 L L 1 UPLIFT CONNECTION CROSS-REFERENCE 7,31, Z � _ o Z coy Z Q t� Z w CU 0 •V — N = o o0 m N t- O CCU '06 M U p .o 0 ark I Will W 00 r7 00 N NO 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 L1180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load • ii Safe vertical load + Safe horizontal load _ 0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-OB11T O © © O O O O O O 0 O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B111 8F16-1B/1T O O O 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T '% Ak4". % FORM & GROUT SOLID o Q W U O #5 BAR CONT. 8F12-1 B/1 T O O V O 8F20-0B/1T ® "V" LINTEL DETAIL SCALE = N.T.S. Min P OEM 01M MEMI MM --Mo F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16— B/1T t- a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif pre�Fntels = 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 EBAR MIN. .(1)RE TTOP (1) REQ'D �LER ALTERNATE POWERS STEEL LINTEL d O d d 4 .M.U. #5 REBAR AT TOP 4 D d ° d a MIN. (1) REQ'D 1-1/2" CLEAR a d d 4 < GROUT J Q IVd v_t � � � ° 5 REBAR AT = N to w Q O BOTTOM OF u� ? w o LINTEL CAVITY o v X � ` 0 � -BOTTOM o Ci O Z A REINFORCING ¢ ¢ Cd °� LL 7-5l8"ACTUAL PROVIDED IN LINTEL p Z o w 10 ¢ 5 � C14 D D QQ A, Qo 5 REBAR AT BOTTC AS INDICATED ' NOMINAL WIDTH (VARIES) U) 4n cc d LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O T-10" LL O LINTEL PLAN SCALE: %4'=1'-0" 0 Z Cl) — o Z Q a Z V) U cn ua •V - O LU T 1— aU g M -Mg m LU ~ $ N N (0 a C') O oa °° C) 0 ce " <C rn 0 CS CL rn Q d B D® N� a. ;/r -*1 V1 ONO O M LU Z g��z �' z +� ~ c C9 g w _ LU Q aj > 0),!:W a 'Q ". Z m�?4 � H�cmat� LLZ FP -•11 U 21 ', '� �• .•••yF ia* eon To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E NA R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www,LennarTampa.com t�tp Lu za ¢g Q F- w¢°dlali 0 ZZ W CD O��o VoO a zz� ro fz w� = V 0 o"-z o Y LLJ F— ¢ m w O a C7�4� Q ���Ce Z f� 1 ` O O u. tt � x ce W J Ln ri e n o L!J Z gF-, <z ¢ � Z Z � <�o �o m 0 Cb <� Uj = aZ. SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4v0 SHEET NO. 8.0 rn a� r 0 W 1 �W. tz 00 E x 00 NOTE: BORATE/ SENTR ON SYSTEM APPLIED L 4A.F.F. A C S MAP IE TO ALL FRAME MEMBERS WITHIN 2 A.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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 ad, (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. t 2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th 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. DRAWINGS ARE T BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP DRA I GS 0 FLA. REGP S INCLUDE: AND HALL IN LUDE : DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2, 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W11.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEELTO 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/sprinklers stem including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318,7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 rsinfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1f " DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. z o _ C) Z Z Q_ a cn 0 Qj ; 4---i W V - p W IDc F �N Mf- U 2CN m W E i_ e) mM M N -0 _ 0 _O N g. "- co �o Q rn c0noo Qv w ¢ d Al I BID. N C B D C N N C> o in - Z_ z� �' z LU LU V ¢ -E a Z 0tea, o C7 // m D , r TDS • d ; ° < 0, R O F !r a S O 5 Z�'rI�tIPE11 iiti!!mo 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 - Residentiai 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N 14R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com O Z �o Za }Z p, zoo {zUI�Q S 2 Z �0 W W LL, Q �LL L Q w >1 8 ^l W L^i' L - 1- } Z Z J �L •-cu �••� < Z v J W U O Z J U seo se P ,U I- O a �aOJ N C/) zz< LL � 00 Soho z Z � &0, J r�-i t1! � <¢"o Z U 8 Z Z rj, Paz o m 06 Z :5 _ Uj r-11 a - to 0 SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO• 4sO SHEET NO. SN v 0 I co CORNER OF HOME GARAGE SIDE � r d 0 J 10'-0" TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR 1 _�C)o GAS METER O 0 qt U � ~O (N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6A (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING J Q ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 518" 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 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap i i FILL CELL STD. 900 HOOK BOND BEAM w j STD. 900 CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock SEE PLAN FOR REQSHEATHING PLYWOOD FLOOR COLUMN AND 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 2" min. 2" max gap - � 4 max. 4 Clinch nails when possible 1 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. 2x4lPlywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 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 *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building-1/16" code for appropriate details in One 10d box areas=20 of high 1 or-20 sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. Odnails SECTION 5 INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.` 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 fl 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6„ A 1Y2" ROUND HOLE MAY 6" 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1�" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 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. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist Bearin Location Series Depth I End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI90sw 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) ' NAILS 1 5/8" a THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION -- --- - - - A/C CHASE 4" PVC SLEEVE THRU STEM WALL a 00 FINISH GRADE Backer block (12" wide min.)f1=1 _ Nail with 10-10d nails. ==m==% 7=, Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °: ° . • • FOUNDATION INFO a' a d' ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN i • A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d' a . d a fI1,rItI ��� °. a e d, a NOTE: UPLIFT VALUE IS BASED ON S.P.F. PLUMBING LINE PVC OR SCH40 SLEEVE a J--- SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a ' d PVC OR SCH40 SLEEVE r—PLUMBING LINE d �L• �• a •d : ,a - \,d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE _\ PENETRATION PLUMBING LINE d e' d d G. d A G d a °JeA c e 1 11=11 r_11t- T r: .Q SEE FND. PLN. SIZE & REINF. Ut' 12 z� 0 —CO z� Z Q J f1 z Cz t /) 0 w � o .O LU C Ln In U 0 w E F— o — U m a) cc ) m M N v O O w�-00 �c-CD <0 QC" Loav 0) < d B D®CN NCHDC ,,,� • G N b W Nadoz Z I z W a�� , 0W �zo= V)�(D� � � ooj ae{ o� E7;,1'0''. 0 A N �, �, Cc- /?f/f l 111104k To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 Lo Lu �F U 00 U Z U ~ =) Z L W z 0 a) w � O rU LL "� rl Z OLU U VJT� U LU� 0� 0 W YP 0 --6 Pma vRgl=a� CV zaZ;� LU W a/ ¢¢uJ z Z �0�0 W J In ' 4 L13 Z � Lu U $g< Q Z �Qz z o �O r 00 g UJ J aW ° .-1 L o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4s0 SHEET NO. SN 1 t t fl E it 00 1 5/8"OR 1/2" HIGH STRENGTH T RUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOMCHORD x4 #2 PF 5/8"OR 1/2" HIGH STRENGTH OR 2 S 1 (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 (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM O ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-611. (2) ROWS 2x BLOCKING 2"x3/16" PLATE WASHER (TJAND INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANINSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS "J" AT FOUNDATION IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O.C. W/ LAYER TYPE II (#30) 2 #5 CONT. ON 3" O 6 x 6 W1.4 x W1.4 CHAIRS (TYP.)A �" *- `' Cn `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATIO REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE U UNDERLAYMENT FOR ROOF PITCH >4:12 WWF OR FIBERMESH 4 ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 D e (2) LAYERS TYPE I OR TYPE 11 ° ° ° A. O.C.) 211 WWF OR FIBERMESH ATTAC MENTS H WWF OR FIBERMESH ' FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I I =I m ° D D' I o �I i -1 I �I I I -III=IJ=T �- I I_ -I11'�- I D • —I I (-I I l-1 ° ° a a ° ° a ° 4 a ` ° ° ° a 4 a ° a ° a d a , Z ELEV. 4-31/2 11K 1­— O 31/2" MIN. > ° 31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° _ I h-I T ° a 2x4 CONT.a a . G A.F.F. O b _ A _ _ @ 24 O.C. U.N.O. "_ -' _ - = " -D I �I I ITRUSS --_° _ __ I I ENO I I —I —I I I � O ° ° ° ° a I a° o ° —1 I -I 31/2"(min.)- ---II- 411 - D ° ° I I I i I -'$ /2"(min.)- 4„ _ _ ,__ — LLI-1 -12 HURRICANE ANCHOR @ EACH -)11 I —III=1� I 1=1�1-I I= I I ' T ° Ia ° ° GARAGE DEPTH VARIES a a 31/2 (min. - 4 I I=1 III )) I I- „„ 3 1/2(min.) - 4 (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS I _l- I r-i i t I I 811 �! — a . a ° a=III�=I a ° I I I I ° 9, "„ I i I I r T I I T r I I MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4 1 4 8 (2) #5 CONT. 4a ,�j 8„ INSULATION LE SHINGLE ROOF 7/16°o.s.B.MIN. SEE ROOF WALL W/OUT UPLIFTTYPICAL rGG� GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALL U.N.O. MIN. BEARING WALL STEP @ rCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „ - „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP coN��No°J��� STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. NAILED WI 8d COMMON NAILS @ 4" 0/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) WIDRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C M�N�M�o S �o N��No 1 ROW 2x BLOCKING MID HGT. O @ CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT co �' FOR WALL HGT. <_ V-6". (2) NOTE: 7 INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR PLAN FILLED SOLID W/GROUT - SEE CC/S3 OR c`ta #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N IL w/ SIDE IF APPLICABLE. (10)10d NAILS NAILER BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24"O.C. 2x P.T. PLATE @ STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR ( IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10)10d NAILS @ EA. STUD W/ 7"EMBEDMENT (MIN. SHEAR 3500# MIN. TENSION 2600# ) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR 'E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �t w/ (10)10d NAILS - '- 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � w END OF 2" x PLATE WWF OR FIBERMESH , ARCHITECTURAL FINISH TYP. ASSUMED FINISHED .; c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR U D ° - D �„ o D ° .pj z . o0 g FINISH GRADE _ ° _ —_ -Ti, - -1 I �!�=I I �° - p .. D I (=IIII—I � I— o ,1 1x2 PT WD FURRING @ 24 O.C. ! GRADE #3 & #4 LAP SPLICE - - — J GRADE 40 MIN. F 40ksi y 0- [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ° g D - - -x M -, I I— I- 25" MIN. LAP [30"MIN. LAP] I (— _ D • I I I=L=1I Lr III-� I —I U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p °o P FOR CLARITY ° r ° o I=I - _ _ oO I IE I =I I I —I I I=III-i =I -Lu 6 MIL VAPOR BARRIER III D °L�= i - A. Ir I I D : . ;- I —I —I III 1 N z l I11— I I—III-1_TI- #5 REINFORCING BAR R 1 7/8 11=1 I�-1 I —I I f I I —I IT III I I =L-I I - =11I—III=ITI,,, 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° III D° 1=III=1 —I 11=I I I —I I I I I I I- _ I=III=III=III I i I I • T = Eli] #5 LAP SPLICE 2) #5 CONY. I -IT_I„ I ( — 31/4" BASEBOARD PORT AT EACH NOTE: g III—III=1 *FOR BEARING WALL =III=III=III=III=III= I I —I I I —I I I —I I I- N r D COMP. SOIL. (COMPACTED TO _I I I� I� I I— 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS HAIR 8" 1'.4" 81, (TYP.) MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ —_ -- — — — --_ _ _ ___ _ _ _ 1-- 95%MODIFIED PROCTOR ASTM 1�= I =T=I I �- I I- I -�_ I 1=I (I=I�--I�I TI=I I I- V. MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR can III III III=1 I I-1 i t-1 I I-1 I-1 I I-1 I=1 I I-1-1 I I-1 =1 I i=1 I I—III=III=III=1 I I=1 1=III=1 I I=1 I I-1 1=III=III—III—' _ -_ 1=III=III l i D1557) I t I r 1—� . I t 4° 1-4-1 t 1—I I I — #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE " I 1=1 I- L=I i I III IIIi i III III i — I #s LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 0 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'�� WALL W/UPLIFT rG w1.4Xw1.4 WWF OR 'FIBERMESH' - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION, SLAB INFORMATION. 1 N �, rr _ �(-�- - ° I z sWk 6 x 6 W1.4 x W1.4 SEE PLAN VARIES - 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ _ c0 I 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N r 6 MIL VAPOR D - - �r = = z - min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co - A rN BARRIER C 4 II . . a • _ Q a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. 1 - r - - a • - - - - - - - - -� 1Tr1I F; I I ,W •' TOP OF BEAM &LAYOUT DESIGN 'e (COMPACTED TO 95% --� MODIFIED PROCTOR TTTTTT=I I TTI ASTM D1557) _ a - _ - - (1) #5 REBAR w/ OPT. =,S�E�V_9NCLOSURE T -` �gi (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL a a a a A r �I I TI L-I I I I .rrr I 3" MIN. CLR. -11Fr=II II ,;.iI1=- BEAM SIZE & d (2) #5 REBAR CONY. STD. 4' Tic CONNECTION INFO r> _ , ' . d' T� 1— ON 3" CHAIRS TYP. 4" 1' 4" U.N.O. 90 NOOK (SEE DETAIL) MIN' 2c4P.T. PLATE I I 2x4#2 SYP P.T. FRAMING w/ SEE A/S3/JlS6 TYPICAL WALL SECTION rT� TYPICAL THICKENED SLAB EDGE rL 7r16, O.S.B.FOR z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING REINF. INFO. SCALE: 3/4" =1'-0" S3 "- ' SCALE: 3/4 -1-0 S3 w 0 ¢ SCHEDULE OPTION #1 1/211 GYP. BD. P.T. 2x 0: COLUMN LOCATION Q > co 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. „ 14 i 2" ROMPSLAB 0� 'C CONT. BEAD SEALANT o co ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Y2" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. < SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT °� ° ° -3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 1311 O.H.D. RECESS d GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS _E CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ." N • . • ` J !, Cl) :. EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART SQUARE CMU BLOCK BASE, - TO FOUNDATION PAD d MAT REINFORCING. r _ r- _ �'.'• e. ' , -_ • r CONY. FOOTING STEEL M zwl_ - _ ,LEI I I I -I LI= A. 4 _ _ `* 00 �' I-_ . '" ''' I i �) • _ 1- I , PLATE TO CONCRETE (MIN. SHEAR 180#MIN. TENSION 120#) CONCRETE SLAB ON FLOOR PLAN CONY. BEAD SEALANT E SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID PLAN FOR 00 z GRADE a ° a • • _ " °. ► —III—I • ' '.. „ oQ r- 6x6W1.4xW1.4 - I �,, (SEE w -° —III III °—III—III—III—� •.a. •,' ; . T I I -I I I ' 4' •, ':�' 4° - N T WWF OR FIBERMESH r SIZE AND REINFORCEMENT) C3 J z w-III-I - ° a• -III-III (I I -I i w •y '' • ' —I I •' ( —I I I r ' 1=�k �� 11 `° _ _ - P� ° "' BRICK PAVERS or SLAB PER o I.L. �n p o = I —III I i =III —III Z -) I I -I • �' °• -_-_ - z < ,'� .: ; _ N '—ill— — l i— ° a LL M— ° ° a _- — — M SEE A/S3 OR J/S6 TiTI�-, It I ll •:.: _ SEE A/S3 OR J/S6 -TI I III ,h I t II I I= _III=I M 6 MIL VAPOR — El - _ _ _ _ _ "I -I I- I- I! _ =1 11=1 11=1 1=1 11=1 11 I I I t, - I-III=III- 0'-0"FIN. FLR. COMMUNITY SPECS _— _ I I I III III III III I I III III w = __ - — _ = _ = v I I III III- FOOTING -' FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER ;III=I - =11—III=I I I I I— ' -III -III -III- -III_ i I IIII l l� l l l l =III=III— BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) II IIII III I II I ) v; :: •�.: • • `•'..' • IIIII ll ,l PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" .:.•'� a '% SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH '* • � ' '' ' ' ••' CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 3 JJ SCALE: 3/4"=V•0` SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 'f 0 Z Cl) 0 — o zC-4 z a U, z cn 0 U, +� w •V — 0 w _ `— CCS U ce m w — wi N M m M C M N -0 M z U o 'o 0 U­00 o ¢M o-o LoQ!t a Q Ci Al1 B N•C B D•C N CO V CS z z Z W O MNZ z Uc .a • a W >. Z c,�1 o Z `9614<A1��P] IUL�gc, 4 i�VW. E➢1Ci•• C U J .•• ..4..• A"YQEcSS\��� � ;k °��� 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. LNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0Z o! � VJ ¢ 2' _ V z o v zLu Q �Ouj W �a � .- J Uj zz -� ro fz z ic�OZ `,. °6 4 7 0 W J LL U = Q Q o�z µ °p ° J ::D L5w Yr4 O �a Z< � W¢ Z Z W J r-1 LLI 2: a W Q Z =Qz� v> I- � u ~o z � Z t Rzo �' o O l�w.`ww' 4Z -n LU X Uj ¢ x rn ,—i a cn o SCALE . AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. S3 r,-i �(np) SEE ELEV. (2) 2x6 OR (2) 2x8 I TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION ICONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT t4_1_E POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEEVENLY EVENL Y LS SPACED EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL IFACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA PER PLAN SCALE: N.T.S. S4 _ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL $ 8 16 BLOCK 12 (YP•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED Ux x SIM SON SP2 w/ (12)10d ❑ NAILS AT EACH STUD -DOOR OPENING DOOR OPENING —q 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN;(TYP/l ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - -- 2x BOTTOM PLATE W/ (1)1Old @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE 8 SIMPSON HETA20 w! 10dx1 1/2" ( ) REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB71 SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT —1-112 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW / B \ MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. Sq SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 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 wl (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 .� Cn' 1/2" EXTERIOR GRADE SHEATHING —� 3r', FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d —� NAILS AT EACH STUD CD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24' O/C MAX ---� W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� �'' AND FILLED SOLID W/GROUT 5' 1 #5 VERT. IN CONC. FILLED CELL W/ —f ! STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL G Q. d d 4 d d g STD. 90 HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION - - - PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) Q OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. �i of 0 �I QI' 00 C) a MOUNTING BASE NOT SHOWN tv', in FOR CLARITY SEE DETAIL E j K/S4 _', SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE on GARAGE FLOOR SLAB TROWEL FINISH SEE \ II GENERAL NOTES \ SLOPE FORWARD Ev FOR DRAINAGE --SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J o SF p�yo© W FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ -� KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1Qd x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 MOUNTING BASE SHOWN FOR 2x8 WALL ) IN POSITION GARAGE ENTRY FORM DETAIL @ 8 --� 2x6 MOUNTING BASE SCALE: N.T.S. O/C YP. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ..,, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d e a a BOTTOM OF MOUNTING 13 POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SCALE: N.T.S. S4 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 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° 4 a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° d DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" Q.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR <&* SPLICE STAGGERED J-BOLTTRACK BRACKET 10d @ 8 0/C 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) 1 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS YP. O� SIMPSON HTT4 YP. Op OR s U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A r — V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL dO d. ATTACH ALL J EXTERIOR STUDS Wf 14 16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 (P.T ATE a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS f LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.$E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T,R. MIN, 8" EMBEDMENT wl WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSONLSPTSO� SIMPSON- MAX @ 24" O.C. SP4 MAX /// 2X P.T. PLATE IL a 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) 2X8 P.T. BOTTOM PLATE UU ROOF TRUSS ABOVE I- 2X BLOCKING L� -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 (9 La � o O z z Q U) t./) t.D LLJ (Z p .O w C21— C6 j m a L.0 wigF— E N M QS M mom _ O O N -aLL CO � -0 rn -C r- LO V C"Qo Al® v ".D.� N �O ti ppy � h N ♦/► O M O) � 00 WOWN �' z F. o M m C .a U)z ; LJi-g 5 W w Iin Lu - a a LY S o Zpa 4 'ffi 0m Z lei Q $ oww W..W • ell '. f *dtl11111t[Iclu'�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 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 2 tn wn Z 4 �F < to Zoo z �0" Lo U" -1 a � BMo 11) ^ Z Z }o LL 2:Z a z �W UU _ 1� U) J o It . 0 Q o6 LLJ U 0< k10z�Za Lu W Ck Z d- <ag g I- Ld E�o z •--f a --I W Q S G Q Z < UJ N fa- Z V a Paz �zo m 00 z _ � t-i CL to o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 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 H1 OA w/ (18) SIMPSON SP4 w/ 6 10 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) O d x NAILING SCHEDULE FOR 2"x4° 1 Od x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) 7OUTLOOKER SP6 FOR 2 6 WALL USE AND NAILING SCHEDULE 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 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTIONLL WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SC N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL X-BRACING, AND TOP x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION °° SHEATHING DETAIL 1 1 1/ .. 2"x4" CROSS BRACE WOOD TRUSSES 60 � APPROX. 8" FROM RIDGE FASTENED AT •2x4 RAT RUN BRACING 1 1 2 1 1 2 x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) i0d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d `1 ►JI 2x4 PANEL BLOCKING AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW () () () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF (3) 2" x 4" LAMINATIONS W/ 1 ROW " " @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2)16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 4112") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) x SEE STRUCTURAL NOTES 10d x 1 12 AT A. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4 MAX' BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ AT LEAST 90% OF WEB E 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/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL In 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 1 Od x 1 12" AT EA, 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END WOOD TRUSSES 24" O/C (TYP) @ OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS z 1/2" CDX PLYWOOD OR 7/16" w OSB SHEATHING ATTACHED (2)16d NAILS BRACING w/ (3)1Od x 3" AT • W/ 1 Od NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL 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-j OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS 3 EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 1 SECTION g = ADDITIONAL INFORMATION. C 0 N 00 � MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� I a co 12 6.9 MAX. 0 SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10&3" O/C @-� 2"x41 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I -a al -II . d N a all m \ �( ll 11 II . ` II % _L I CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ 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" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL,,S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C�4n TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. ��, DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- Uj 0 O 0 z o Lf.l 1 W d o o 'r 0 d LU Q b r � � q r X Ct o o X g w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.NON —LOAD BEARING LOCATIOR (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" OIC. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4`=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS 1TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 y 0 Z cm z� Mal Q a U) z V) ('D � W ft5 M •p W .� o 20 C, U oC> m LU pE MalF- U N MCn [9 -0 M = N Q O CV s�co U Lv o Y rn ¢ d Al I BD N *1r _ _" O V N S 5 U) Z z •� _ a Im � o W "' w aLU VQ�LL� a 0 _ � ���, a LLZ N M ELu Lr QW'WFDS �'`.EQAQ `e � �7 � e d o`� •s°e/• ti¢pn`IIl6ill��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 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z Lo LU za F UZ'a'0 oo�0 zW Z EEZ Lu CO 0 LL O U UO L ^ LLCn ZO z 7� LJJ Oo T3 W = CDC Q/ W�ma (V I.r J Z �Z¢ � c z< a � � Z r-1 U- ;2 - & o LU goo d~" ¢ z <z z z i o m O oo z g = g 1771 .--i a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. S5 00 Q 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 P.T. T TO SHT. SDW2-Kt TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. PROPER INSTALLATION 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" 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 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING 3/16 O X 3-1/2 LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" Q.C. EDGES AND 12" O.C. FIELD PLATE W/ $d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING 111 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 11 -1 /2 DETAIL MASONRY THROUGH 3" DETAIL FILL SOLID TD. 90" HOOK (TYP.) STD. 90" ` @ 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" TAPCON @ 16" F� ::71 METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL Lila 7/ SHEATHING DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BANDLAP TO SHT, SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 10d @ 12" O.C. — J FURRING 2X8 P.T. WITH 3/16" 0 X 3" Z. +2 NOTC @ FIRST COURSE SIMPSON HGAMI0KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ♦ INTO BAND JOIST & (4) 1!4"x2 3/4' 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ♦ TITEN INTO K.Q. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATONPLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT n 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN, \j 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS y ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2114" TITEN = 2150 #) ; 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' ° A .a " . SCRIBE(NOTCH)POLY-CELL 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. 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 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS TO TRUSS TOP CHORD FRygN MIN. 4" EMBEDMENT AT 16" O.C. �FN 1 1-0„ 51-01' SCALE: N.T.S. SS 12 + + GTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° 'p WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. D '•� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + °.. ° _ 01 ' #5 BAR ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH Z-0" 8" (5)12d NAILS SIMPSON SOFFIT + + D . D e .' a p 1'0 ° D b ° . ' ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . s EACH TRUSS D 9 H IN TOP o ° D Iq : KNOCKOUT / iv ; CHAIR BLOCK ° 8d NAILS @ $" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B (10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE PROVIDE2x CONT. W/ CONN � — �• ' MONO FOOTING _ •y s. D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. 00, ENTER SO IT .D • DIRT ? z ° BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °•'. STANDARDIs . SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK c� TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD FOR OVER HANG FILLED CELL - - - 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") v _, . ,, �• . ', v . �� , . ,, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. IN Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =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 DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0� F.F. EPDXY MIN. 6" EMBEDMENT & ` , FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE U- LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• O c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p D W ii A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT D 1 M �-1� _ , o — 'j'j'j' _� D �— I TI—'I I —I l f �¢ a ¢ 1 A �'r`r7�Tr'P #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. - 6 MIN. LAP SPLICE W/ —I—I (- • II I� U Z � � EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING R CO 0 CING WITH W UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: cn N FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ° — D I DRILL 3/4 x5„ MIN. HOLE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP :.. D_- GRADE D, p •' ° rrf SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. co z r D . \ ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 "P zo Z c�(0E3 z a U) z Ln 0 (1)(0 (a) cn M e0 W r� U o� Co C14 Ll.l F— O U o,M C', N = M = N . 0 p C,C) j-_LL00 o Q N on o 0 rn v rn Q d A , B D. N C B•D C N.. N O v N Z Mo Y�k7 C,"N., LUy W Wtn ALLz M E� m Q a\lid l0I A �0C� W.FD`3ENCLCQ`M . U �O O� • 1r LO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0Z uj a it W �EBO zUZ J Lu a � 001� S=�o Q zo N U �Z oC I""_ 'O �••� 0 z 0 d' a �W = LWu R.Y h I— yx n o � �8 r W g� h Z�Q � Qaw� Soo z Z N T-4 9�irrz Lu �W,+ L awWO N iz W U � LLYFu.II F z Q Z Q z o 0 00 Z _ cn O :1 ¢ Lu r-, ,--I a to s SCALE : AS NOTED DATE : 7131 /2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SS YY/ L- 1 wu. ,/ t_/' l j i I 1 V Y Y "L CROSS BRACING DETAIL (TYP.) SCALE: NTS 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS S (2) 12D NAILS —I' 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 E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMP80N HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 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 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MINE() 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) 2x8 BLOCKING NAILED @ CENTERED AT 16d INTO HEADER & (6) SPLIT TO TIE FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 10d TOP & BOTTOM PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS 10d INTO BEAM - SEE BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x7 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7lis" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN LCONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE "� EVERY 3rd FOR COLUMN SIZE &ADDITIONAL INFO. INDICATED ON BM. SCHEDULE/PLAN TO STUDS W/ 3 16d AT ( ) 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS � 7/16' OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL7—PER ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" •�C'�C INDICATED ON BM. A CONNECTION INFO OPTION B OPTION C. w/ (3)10d NAILING SCHEDULE O.C. MAXIMUM, 2x4 SPF 2 (2) #7 x 3-1/2"OPTION WOOD SCREW EACH SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS. COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS O . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT AT 48" OC TB O.C. t5vj SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) FCENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF AM ATTACH SECOND PLY > MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. W/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. • v v o DIAGONAL 2x8 #2 SPF RIDGE BEAM o AT 8'-0" W SIMPSON LUS26 W/ (8) 10d NAILS CD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 1 Od NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ Z-0"O.C. MAX. W/ (3) 1Od CANTILEVER IF MTS18 W/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR 7 T & B CHORD STEEL WOODG WOOD COLUMN SHOWN ( ) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARINOR SUPPORT ,0. MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT . EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL m SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @INTERIOR BEARING PLAN 5„ FOR MORE INFO SCALE: NTS = 3 SCALE: NTS COMMON BM. ATTACHMENTrl$ o WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT 00 SCALE: NTS VARIES 2x STUDS @ 16" O.C. iE ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2 w/ (12 ) 1 Od NAILS AT TOP 0 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES N ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GAB LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL a SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) 9 VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d E VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2 PLYWOOD "" NAILS " @ 16 O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 W/ SIMPSON MTS12 w/ (14) 1 Od x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING = WOOD WALL SIMPSON MTS12 W/ EACH COMMON BELOW @ 16" O.C. W OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. o STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO d<. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING 0 TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL �, � . 4'-0" O.C. TO GABLE TRUSS U ROOF SYSTEM TOP OF WALL :� OR BEAM • BEAM BELOW: SIMPSON HT820 w/ a MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN ca (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. % °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2} 2x6 BLOCKING UNDER FLOOR G.T. rz MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �` SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. >� SECTION a@ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErl2 SECTION � BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS � DETAILS &SECTIONS Ch `� z Cl) 0 —o z04 z CL z c/1 C9 W •U — Q W c F k — NIL/ E y N Cl) ` , \.l O m CV W F- pN Cl) f�0 Z3M = s 'O CV U C�, U N0.o ¢Cc)) �Qo Al' B D® N C•B•D-C . w�.. . d o ,fir N U)zr �Mo�pZ tn�o w w W N v/ a w t�¢Q zLL, .w O Z W aN Q ,> 5� � �NillII111111'�\\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LE N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com M �o z d fa W C4W Ho -z �$W WOOD o Q CQ L— a- z 0 Z o }8 � � U z C: w 3 z juj C/) Ug opz 8 o 0 W VoM-21 r N 0 z< wLUa Q uj 80�0 z z ' o °0 W Ln U j LLI M ' z o ar ofp W U p WFW I— O CCZ z z 0 0 06 g = J a� SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4sO SHEET NO. D1 1 21 E 0 00 N IZ- rnr n i r� WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rul�rnrvu ruianu�u EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Q 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 RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK .� rvrn• SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD _F-ADHERED FLASHING rCH FLASHING 8 2 1 2 4 5 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • DECK JOIST , OUTSIDE CORNER FOUNDATION WEEP SCREED , • WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q 0 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 asGin each detail that corresponds to the numbered items in the Fist 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 �.•i000�� Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL 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 0 V zo Z CO z� J O- Z C3 t/1 0 w 4--J �V - Ow o cC5 U � r; m W N M C M coo O C U r � co L~ Y ¢ m 0 .2 tz � 8- �¢ o B D® * N �D ONO p N 0 Z W 2M F� z° 11- ii r^ � � Gzl ©LL " � • a w V �-;� Z � 0 ♦!!1 U) QA &L W aN 00 00 U O WWW.FDSENG.COM El lD 0 tV _a c= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz L LU g W¢�ir �Z8O 'u�� z-Z Cn o w � it gg o Q Q LU i �/ ^ ro E z , ce E) a V) 3 o 5. .0 '-'� O O Cr 9 W U 7-0- LLJ . 9 Z. °O Q Y I... :; o0 F-- W sz Tys Q u°�¢ 2 Q d' aa2 ow Z r-1 LLce ` °' Q Fi W J L0 rl LL1 Z � z 8 H z 8 gao a.)8 o coo On g = <W r-1 a U") o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. W P N 2_6 O CU 'T3 .� V 4- � C�j ^^`` O O W March 20, 2018 O � � O O LL 0 CZ 0 > Re: Wood Construction Connector Compliance for 2016 International Codes & 2017 Florida Codes . � E III. - To }a Q Whom It May Concern: CZ Section 2303 5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that � .� V) Q joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBG required testing to comply with ASTM 01781 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 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDSj The primary changes in ASTM D7147 are requirements to measure properties of the bested materials, such as steel strength, fastener strength, and wood speck gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirralar 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 wilt 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 6/30/2018 when d wilt be re-evaluated by Simpson Strong -Tie. Please visit www.stroncitie.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 800,999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, R.E., LEER AP dWBDW Engineer, Southeast U.S. Branch Page I of 1 Simpson Strong -Tie Company Inc. 2221 CountryLane. McKinney,: TX75069 Phone: 972,542.0326 Fez 972.542.4139 wwa.slandtie.com W - + CZ O 0- o U O L� V! M� W o �- W Z� Z a SHEET N0. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2806 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218-3 FL10858.1 ESR-2549 H 28 D FL17232.2 ESR-3445 H U26 1 8 3 FL 0 56. ESR-2549 HD28-2 FL17232.3 ESR-3445 - HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 E5R-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC4410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA101CT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCPZ FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 F(_10458.22 ESR•2613 HTW20 FL17244.6 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 E5R-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2613 HTWM18 FL8223.2 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required b Florida and Florida Administrative 9 7 lease provide the information and approval building components on e y Statute 553,842 Code B- 2, p pr a numbers on the listed below if they will be utilized th construction project for which you are applying for a building permit. We recommend you confect 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) FL20481.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pggl,g +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.i +67.0%87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FibarClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 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 (8X7) FL15278.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. VNND0INS A. SINGLE HUNG MI Windows and Doors Series 165 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psP PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E ROOFING TILES Boral Tile Villa 900 FL7649.27 - FL7849.28 N/A Boral Tile Saxony900 FL7849.18-FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0,032"Aluminum Gulfl,ok 16" vrida roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters $Glass Galvanized Steel Storm Panels FL17869.1 N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Boats, LVL, PSL, LSL FL6527.1 - 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. 1 understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Departraerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 1mrm+s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pop 116np+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pace"I UN7D1a Florida Departrnedi of Codes as d Professional Regulation Building Codes and Standards Product Approval Application Detall Paa t d 2 1lwmta � � � }, O to L Q /w� OL -6„� �1 W �„�♦ U „}.., � //1f� Vd U O .2FL6204141-MProduale Q i..L O LL � O -4--a `� T� ''^ V Al v ♦ VJ (/� O � .� M ~^ -1—j I..� /1 i f {ems W �t+t M C' FL020M1442 glisla BM varllon C culaw E-buff validated Yel�ad PW At�ml Add tlibrs ReWbn 20t7 Thom -Tin Corporation Rich Wright Lyndon 98dmYw, P.E. Ryan J,!Orin,P.E tOHS12017 O7/1ZR017 t0/1812017 12/1212017 Approved Cgpory: EldanlonOoOre (478)2957740 PEIS409 (813)787$665 ,. SwIrsin➢ Emasdo, Dow AesemNbs ddw@I1vbMgcemse Compliance Method; Evaluation Reporttnm a oom Florida Registered Archlbct w a Licensed Florida Probational Engineer Quality Assurance epgroved for UN )m➢e4t 17>nlan Ala ProtluwNadel.NumherwNana In HVHZ i Pressure 1 e. Thenna-Tin F6ar-CNedoaM 8mootlr-Stu Nomina188m►99;88quotNOMmpeat8quok Opaque 121b12020 No Yes No WA 0�1XaoMguraliwn Fled 92de I gIa lain l�e.P:ndm Qak m= version t la2 Cml� Emilanill+Mms tatitltledBy. veli� Sul Approved BMll1t R.J.1on 2017 Theme-Tru Corpoallon Rbk WdgM Lyndon F. Schmldl, P.E. Ryan J. King, RE. 12M32017 1?/1312017 1?212017 Pending FBC Approve, Category: Exterior Doors (419) 29&1740 PE�3409 (813) 7875986 suIrCaapory: Swinging Exterior Dow Assembles dd milmi pconsub0M. CompBuncs Method: Evaluation Reportirom a own Florida Registered Architect w e Licensed Florida Professional Engineer FLe9eeH4t2 $i4ft titlkLffi Do to a Rills Ile! ! S intlnletalidmt tielftlaYtl Bib 1$% Itl Agn[arsd tNsnrs Revbbn 2017 T?Wrm Tru Corponlion Rbk Wdght Lyndon F. Schmidt, F.E.Ryan J. Ift P.E. 1011&2017 07/12/2017 fOH62017 12(12f2017 Approved CabporY: ExbflOf Doom (41g)2B&1740 PE-49WD (813)7876853 8WJCdaQW Swipkg Exterior Door AaeembGe ConpMrrN MPUedr Evaluation Report SM a own Florida RegisterdAnhltedt or a Licensed Ftodda Professional Engineer Approved Am[mmd for U IM90 I0 AMA product Model.NumbeforNerve P III HIM QAWOHY gea!!lstd Pf""M 8 f. Theme-Tru Faar-Cbneb and Smoo i-9br Norredal 8865i9;0 &Wo1;Non-Impad&quol; OpsgN 12/31I2020 No Yes No WA Composite Edge Feegisse SNpb Dew O�g;XcenNpuretion) t11 990 ElrsflLat 291 I� Dabparmlm l� Tent YMLaa lbNBSd�III$ tFBPkSt EppinNraLlceros Yet Y sl14m1B4d l712Aeg�vtl A�s2ffi BaaM Revblon 2017 Theme -Tin Corporation Mck VAght Lyndon F. Schmidt P.E.Ryan A Kip, P.E. f2/1312017 12/132017 12121/2017 Pending FSC Approval Category: Exterior Goon (419) 28&7740 PE<3409 (813) 751�8668 SubCsMgory: SwinOV Exterior Dow AssemNbs dalwmarwbldo wa uasnte. ConWearcell I , : Evaluation Reportfrom a coin Florida Regtatand eerdnNaw or a Licensed Florida Pf° sl E^g1°°ei FLi20461J42 Bsme ardler. Atli to pabpsnm no Typo tLalan Cdt Epplroeitk.roe Ys c ytlyayq B l3RAgo�ttl Arty $49d Review 2D17 Themes -Trio Corporation Risk VWgM Lydon F. SchmJA P.E. Ryan J. Mail, P.E. 101152017 07/122017 10fl&2017 12M22017 Approval Category. Exterior Doors (479)298.1740 PE-43409 (8t3)787-655b SubCaegory: Swinging Exterior DwAasenb#n dam. CamplWn, Maatod: Ewhamor Report from a Florida Registered Arohged or a Licensed Florida Professional Engineer Owes AslgmOas E for Use AncrID ed for Use Impact gulm Ala In HVHZ Qtllme.NVHZ t Pmears 9 L Therms-Tru Fiber -Classic and SmoohSar Nominal WAS &quokNon4mpSd&quot; Gaud 12I3irAM No Yes No NM Campoale Edge Ffesrglw 9Npte Dow (MmMrgNutewNg;Xcomtguratlon) R eZ0461 R3 rat Enft or 21% 20 DabPNmm�a 21M Uma YanlMr Iam�ll@C Emllwrall Ys @t vsgtlsMd BshmilkQ �l A Bhltr6l Revision 2017 Thorme-Tin Corporation Rkk Wdght Lyndon F. Schmidt, P.E. Ryan J. iang, P.E. 12N32017 12113I2017 120=117 Pending FBC Approval c•teBptN: Exterior Donn (419) 288.1740 PE-43109 (813) 7875565 Subcategory.- Swinging Exterior Dow Assemblies ddcwllonMklgcwquwma. Rru heededr Evaluation Report from a corm Architect w a Licensed Florins Floridaprlhe l" Engineer Proteasbnal Engles FL8104814t2 2w2 ErMW or go 21k DabPladim 20 j'yg j f Validated av j Aj� Revision 2017 Thwrma Tru Corporation Rick MhigM Lyndon F. SdmddL P.E. Ryan J. Kl g, P.E. 1011512017 07/122017 tS7e2017 12/1220t7 Approved E6anbr Doors (419 2WI740 PE-43409 SwhrpNng Exterior DdrAasamblas rkAw�nWklgecnau8anb. arnlwd: Evaluation Report hom a Corn) (813) 787.8555 Subcategory: Proolaulonrlds eat RegisteredOeG ore Llcansd eFloridae F1a20461-R2 Products Lt3! ffi .tMQlit !� AMI k1tM .I li a P.mdgR 14 n. Themes-Tru F6m�aNb errd 8rtaaft3ter Nannel8&MW;O 8,quotNon-ImpaG&grrot Glared t2fS12020 tic YN No WA � C—P-ft up Fbel— Single r ; cornBgurube) F 1�1 lade Pelts Q8k to Dowminbw gets valasesd s. mm version ilasYagalrsd �t .3.L YWW&9 Buamam FECA--,l Aggan'ed ol" Review 2017 Thermo-Tn Corporation Rick WdgM Lyndon F. SeM ML P.E. Ryan J. Klnp, P.B. 12113=17 12/132017 12212017 ding FS0 Appo Exterior Doom (419) 298-1740 P'E-43409 (813) 787.8685 subcategory: Swinging allatMr DdrAsinan a CampltenceMeead: Eyed or a Rcensed l a atom Florida Registered! Arddisd wa Licensed Florins FLA2046140 Products Pro(assional Engineer CLa ft Ass— ApprovediftUft Approved Use IM= Amror(aAfar Use Approved tor tiesAnt Pr12w61423 Products Product Model. Number w Nero Int11tiQ Outside HVHZ i$ela4at Deals, P� Bass Product Model. Number or Nome P in HVHZ guts J 1'J>�lee sand ProdrroMdal. NumMr w N,m. [a HVHZ floodistant Quist, Assurance Anproved for Use Impact Design 1 A. Theme-Tru FlbePGWab end Smootlr-Star Composite EdgeMOWS k*rg,NOMmpao&quot Opaque 12fS12021 (in~ Edge Fhlpteas Single Door (InNinglOutswinp: X conflgurallon) No Yes No WA 8 f. Ttama-Tru FlbervClsaic and Smooth -Star Nominal SWO;0 &quot;NondmP9C*uoL Opaque 121312021 Composite Edge Fiberglass Single Dow (Inawbg/Ouiswing; X configuration) No YN No WA 9 L Therme-Tru Floix ClaWc and Smooh-Star Nominal 68R39;8 $quotNon-Mpacmquot Glazed 12131=1 CompN6a Edge FlbwgNN SI gin Dow P�kgloutawNg: X ooMfgunuon) No YN No NIA �F 14 Product Number or Una n, Therm -Tin Faer-Cteesb and SmoW Star Dowdollon ProductIn Nominee 6&e39;0 &quotNd4mpad&quot Glazed 12131/2021 Cwnpoe6e Edge FibegtsN $bolo Door �"�'� � No Yes Na � WA (igwi grOubwing; X oonogurstion) Florida Departrnerd of Business & Professional Regulation p.a+di Florida Depa16Tlsm of Business & Professional Regulation page +di Building Codes and Standards MIMI$ Building Codes and Standards 11=18 Product Approval Application Datall Product Approval Application Detall Florida Department of Business & Professional Regulation Building Codes and Standards page+ ore 1 +118 Florida Department of Business & Professional Regulation Building Codes, and Standards page l or1 1/620+a F1 Product Approval Application Detail Product Approval Application Detail &2111111 Entity or Rdt no lam Rik RA &tw M 21K DtltPtmim 2Nk milMA&asa 11101 version MRWANNLIrs1; Contest I!nak c3 License VaNa.bd By Yod" Submitted FOCApemrg Approved AMA TIM VOSiM MoMde.60W carded Emlou[ aJLicense Validated By Validated Submitted F1110 AmLmel Attnrsnd Iwo Rsvislpp 2017 Tama -TN Corporation Rick SNrIgM National Aaoetlaatlon $ Ryan J. King, P.E. 12202017 090212017 12222W 7 Approved Revbbn 2017 ThermrTm Corporation RkJc NIdpM National Accreditation $ Ryan J. Kin, P.E. 12202017 001212017 Y227I2017 Approved Category: EAmW Doom (410) 2WI740 Management institute (813) 7674585 Caeegory: Exterior Doom (410) 2WI740 Management NraHtde (813) 787SS55 EtlI1tR lied t ! SuhCarogory: SWWVNp Exterior Door Assemblies mkkw6lw'bidgconaue.nis• subCatagoW. Swiping Extedor DowAaaemblbs rldnr�rwNdgon cadbnb, Versa I1rse Ytlalgn Nknldetll¢ai gsstMi Engineer li.Ljosea v.m'ess B, YaIldKtd AWMM FIND Approval Aeermmd Bttlrm 11tae tCusMn 1Bemtachm Sena9t E6ahmc#Lhensa vtM.tea sx YsttdsMd Smrendaoa FOg.Agsrovtl Age Bkia OOmpllaace Msdwd: CeNAadon Mark or Llsft corm compliance MW d: CedMdstion Markor Listing oom Revision 2017 MI N2ndow7 and Douro Brand Stanger Luis Roberto Lomas Shorn M. Urich, PE 08113n2017 OSi12D17 08/162017 IWO/= Approved Revision 2017 MI Windows and Doom Brent SOW Luis Roberto Lomas Sloven M. Urick PE OSiVA17 can Will? 08116=17 10110=17 Approved Category: Exterior Doom (717)3863300 PE-62614 (717)317S454 Category: Exterior Doors (717) 985-3300 PE42e14 (717) 317-8434 Subcategory: Sliding Exterior Door Assembeas beMnger@mdW.eon subcategory: Sliding Exterior DowANonbl es baltingar®mtwd.00m QUADY Aoowedfor We Approved for Use insect Dallas Oudb Assurance AgQrwffifor Approved forUse boom 21" Corepliona, MWwd: Evakation Repod0om a Compliance MNhod: Evaluation Report own AMA ProductallodolligisitataLlialgis EmmmtgosedMka Contract Excitation Dab 1n1DD1i glitildislBfHz Resistant P1lNYLL crehome Product Daserhalmn Contract EX01ratica OEM h1HVHZ WWII Resistant Pmmirs Florida Registered Architect or a Ucome d Florida FiorMa Registered Archbot or a Licensed Florida 1 a. &gw4caaalo-CraR&quot and &quotBaodnmrk by SM and 810 Opaque and Glazed Fiberglass Door wfth 12J312021 No Yea No WA 6 a. Sgrwt&noWft-Sar&quot Nd &gW;Benchmadr by SM and SO Opaque and Gland FIWgWs Door with 12131/T021 No YN No WA Professional Engineer Professional Enginow Themm-Tm&quat and wiNnut SkbBN, iawbg and Oubwi g Thames-Tfusiquot and wmdm SMemNhuwkg and Oubwing JEW PwoAtMedel.Nunmarw Nero govkhmmm product Description Contract Exchation BQDroveIlgrUse Aconovad Dab In N111 forSite Wood Outolds HVHZ assistant Jbtlan F AKI Prodmt Modal. NwNar w Name Quaft Assurance prdmpew4ioum Approved for Use Aoprovfd for Use brAnd In HVHZ DOW& HVHZ JResistant gem t1l!!!!6Z Search Whorls swishcomm 3 SERIES 420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312018 NO Yee No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 1201W$ No YN No WA 1453/4&quotx98&quot XO, XX 9B&quotxm&quot Florida Deparment of Business & Professional Regulation page 1 or I Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Pepe t a 1 Florida Department of Business & Professional Regulation P.ga+d+ Building Codes and Standards 1=18 Building Cotes and Standards uspvls Building Codes and Standards 115WIS Building Codes and Standards 1 s2o+e Product Approval Application Detall Product Approval Applicator OtdaN Product Approval Application Detall Product Approval Application Detail RJ163324% t1E14dU�B rdlik EDua or Bak AMR Date Pending RNA PLa15279-M Bsle Enft tea D!M DIU Poftdm Oak Se1Ae ka version Manufacturer EtlIM of 990a Enchosor & License Validated By Rik 20 !gym Y11WIMd BY6mFMADDfmd 2111 Approved Steam Snadt Lm Version man Either a Contact Emsyaimow he 21111 2111 Bea Plm9m to VaIWWd ,Submitted FEC Adlonrtl Approved AMR Miss Yman Revision 2017 Clopay Building Products Company contact Em iom & License VolMebd By Matt W'asterfield Inhntek Testing Sevices NA, Gary Pluehler Validated Submitted 1129=17 08/10/2017 FWAgwayal AgeDamd 120MI7 Ama Approved Mmt version Revision 2017 Manufacturer Cbpey Building Products Company Combat Enakmar& Lloanaa Validated Be Mark V4eetenBeM ImmiskTeosng Sevkxe NA, Gary Pruehrer Vegetated Submitted FIND Aopraysl Approved 11292017 0511mo17/21062017 Bohm Approved Revision 2D17 N Yo ndowa and Dona Category: Exterior Doom subCWpery: Sling Exterior DowAaaanMlba Compliance MOW. Evaluation Report kwn a BrentSKInger Luis Roberto Lomas Sown M. Urick PE (717) 385-3300 PC--02514 (717) 3174454 bsMrgeCtmkvd.com 081132017 OS1112017 Ot MOM17 101102D17 Approved RaWsiom 2017 N VAndows and Down Calpory: Exterior Dows 3ubCWgwy: Sift Exlanior Dow Aasarbies Conpssnce Medea: Evaluation Report frorma &sst Sanger Luis Roberto Lomas Stevan M. Urbh, PE p17) 365-M PE-M14 (Ir17) 317.8454 08I132017 08/112017 0S152017 1011MW7 Approved FUH52794ts Category: Exterior Doom SubtaboQogr: Sectional Exterior DowAsNrta6es ComWismu s! Gerdlicallon Products MaliwListNg (513) 770-0082 Inc. (513) 51&e695 mwNterBalddaaloMY.com Category: Exterior Doom Subcategory: Sectional Exterior Dow Assemblies Uct9MOW.Compliarice 6te8nad: Certlecetipp MarkwLis&g (513) 770.ODU Inc. (513) 519-M maeste fpldQNdopay.con Florida RegMwW Arddted or a Licensed Florida Florida Registered Arditd or a Licensed Fbrld, CIO Pmhaaional Engineer Professional Engineer audw Approval for Approved far tin M22d 91YMLA Ameov.d for U„ brand gees Baal ProhetMdal. Nnanb,r orNana g�E „ k In HVHZ Outside HVHZ I PJmum ,saa.l product In mQQ gr�U1Z PnwNrs FLe1Sm24M Products 37 037 VJ5-0B PAN-2F161: 84A, 94, 73, 75, 7600,190, 78, Steel Pan (min. 26 ga.) SingleCar (up to W wee) 0512i=8 No Yes No +30 PSFIS2 53 00 W6.16 PAN-2F163: 84A, 94, 73, 76, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (ST to 167 0521=8 No Yes No +30 PSFI-30 se9.l 1 Proontradel. louder orNam, SERIES 420 ALUMINUM 800 Oud W Assurance Product Ono Contrast Expiration PAU SERIES 420 ALUMINUM SGD OXO 12031MOIS Approved for tin Approved for use InitYlti C No YN limier go No 2010 Prom! WA Effid. 2 ProdNtMdal. Nunnber w hem,Product SEFUES420ALUMINUMSM OudW A D.Barb3thm contract Excimillm SERIES 420 ALUMINUM SOD OX, XO, )X 12G112018 Aweamod for Use Aparavadfort.16o Impact In.NVt$ oumdp HVNZ ges No Yes No Dallas Prftum WA 78V, 4RST, 4RSF, SM. ORSF, 2RST, 48, 42. 55, 489. 42% 56S, CON, G06SV, GRSS, GR5SV, AR5S, ARSSV, ED6S, ED58V WINDCODEW174; WS Garage Door PSF 4RSF, BRST, 6RSF, 48.42, 65, 489, 420. 65S, ODES, GDSSV, GR5S, GRSSV, AR5S, AR5SV, E05S, ED5SV wale) WINDCODE&#174; W6 Gauge Door PSF 146.314&quot;xW&gWI; NON -REINFORCED 96&quobc80&quot NON -REINFORCED O Florida DeparUTnent of Business &Professional Regulation Building Codes and Standards Product Approval: Application Detall page 1 a+ +5Ro1e Florida Department Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pace 1 or 1 1 w2o+e Florida Derhnant of Business & Professional Pa Regulation Building Codes and Standards Product Approval Application Detall Apra pp pw•+ d, + 3rm1a Florida Departrnerit OP Business & Professional Regulation Building Codes and Standards Product Approval Application Deface W WI$ FUM5332414 f PLN11n7J1y ) Srsma Min Version Revision 2017 Abouriacbmw MI Vdrxiove ad Door Category; Exterior Doors Subcategory: Shag Exterior Door AseembAu CompNale. Malhod:Ewluatlon Report home EoUi(R .Contact Enak c Validated 0, Brand SMngan Luis Roberto Loma Movers M. Uddx PE (717) 388.3300 PE-M14 (7M 31744$4 Mtarger®mNM.00m � 20BeaLP+meon validated Submitted FIRCAD—d OS192D77 081112011 OB/162077 Beek A—geod 1W102017 Amin Approved laced! Tin version Revision 2017 PGTrdustrba Category- Exterior Doom Subcategory: bcategory: Saflng Exterior Dow OompBanceifs6nod: Cat ftSll" Manhor uS1hg Egtlhd.9[ Cooled ffindnearaLloones VaadWdOr Dean Rwh MIemFDedsaCCO-CER MIanrFDade BC00-VAL (941) 4BB-01W (786) 315.2690 d=rk@pgtihdustrbs.com gtla am ! gsk V Hdtl d AgbmUkd l ttl Arranged AMA 12r202017 71292077 12252017 Approved SdsM DA Revision 2017 CURRISDWNbnofAADG, Ina Category: E.Wooro Compliance Exhdw DcerCom Markoarems Compliance Metl/d: CeNMahen Mete w Eating Fra�t contest Engineer a License ve�.mt Dedlo Dave ULLLC Ted Seaman, PE dowdedloGr(641)494-2"4 (305)886-4707 davarledlCQawealiby co m !� 1� lislba0ed submitted ilr302017 102M17 BtlN.P>tldm Buie FW Approval Approval 12/0612017 swa Approved 211111111 Mina Revision 2017 MI VAndows and Doom Category: whdowa BubCabpory: Singb Hung Caampibnae Mapned: CeNaetlan Merck or Listing !inlmLaL cmbmt Fnnie.r&LIcerme V.tid.eedev Sean Stanger Amshan AldWACh ld Sawn M. Udch, PE Ot7)3rOrmhaeb-nm enWaoumm Aaaode6on p17)377845b bslMnper�miwd.axn nine !ink Dab Pending 2101 VaBdNffi Submitted MAowmdAltsromd 12292017 12(132017 AMR VaNdkted — Florins Rptsterod Architect or a Licensed Florida FLN15374t7 Products PLa17491141t2 Products Professional Engineer FIL11110142111 Products Outlts Assurance Approved for Use Aoorwred for the kvm goslon atmw Approved for SMa Approved for NEW told n Quality Approved for the Approved for Use [tla8tl Design ill Product Model. Number or Nara In�Q g �Q l Doom Pressure a 10 Product Model. Nmanderor Nero SOD•:£70 e NVinylNis impseQ M ProductOosork0on Contract Emobodw Oak VSilding Glass 04H42021 In oulaideR Yes Yes Yes 1 WA ftl 1 W7, 767, 727, 747, ad 647 Sigb and Pah ofDows Flush. Glared. . aLowered single and pain of12131t2MS hollow hollow mew doom. In HVHZ Yes O ! YN Yea Prsagrs WA Batt 2 ProduetMdM.NurMwwitana 185 SH product Damatolion Contract Exmiraffon Data 62.84 FNUFlenge, Franc &SG Single Hung Ioma 61& I, HVHZ Old.]&HYM HaYf.M No Yee No P—re +e6/.8o 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12131=16 No YN No WA Ilia 143&qu&0d1S&quot Code vwjaonm 2017 Fl. S. i.i Florida [>aparb7nent of Business &Professional Regulation Pw.+d, Florida Department of Business & Professional Regulation page, d1 W Building Codes end Standards +ffim1a Building Codes and Standards +16r161a Florida Department of Business & Professional Regulation Building Codes and Standards P.W 1 d l 10 013 Florida Department of Business & Professional Regulation Building Codes and Standards pag.1 d+ 1/54016 Product Approval Application Detall Product Approval Application Detail r� Product Approval Application Detall Product Approval Application Detail FILKge1M V >m Version EtlaLg . Validated By Ba ak Yi9tledd Dab .m Brk EBCApproxtlApproved BWm Igt uhrs aOatllu a fiSmvtm.maav JQme � Dab.it YdldeMd iFSQAmnrsvtl Amlamd BkhMCU �" 9Fl . Pffi4 990 Mfg1 Version Revision 2017 Manufacturer Cbpay Building Products Company Category: E xierbr Door gpyag Cooled Emhmer&Lhawt VeRdsad By Mark WashrlbM lalertalc Testing Senvbaa NA, Gary pbahlan (513) 770MV Ina (513) 510458a Bea Bldg gWPendig Wood submitted F l 1 i1292017 OS102017 Ra Aa1�ra1 12/0S20t7 Alta Approved Se'nk bu Version Revision 2017 ManYa4liFL Cbpry Building Products C:mpanY Category: Exterior Doge Enft or Contact Emk�9cL VetMehd av Mark V&ataKeM IrNmtektastslg Salvices NA, Gary PM1mehter (613) 7705062 Inc. (513) 519-No 21111t Data Ode Penang 219 validated submitted FACA-rmrtl Asersved AMR 712of2017 OS102017 12/O6I2077 Approved Revision 2017 MIVNndowsand Dows SubCary:tYndowe BppCabgcey: ethod ccmPtismmce Meeeg: CenlOcatlonn Mork or Listing Brent Stenger AmsrMen ArdNhdural Steven M. Urick PE (71lingar 33W Manufadunrs auodction (71T)3174H84 eetangef�mb/d.ed11 1213112017 10312D17 0110412018 Approved Revision 2017 POT industries Category: Fixed aubCebn e : echodmah@pgenduWis®.eom Compliance Magnorl: r;emHAceBamm Mark or Lbtlnp Doan Ruark Mlaml-Dade BCCO-CER MhmFDde 9000-VAL (941)488-0iW (785376$590 1220WI7 12N82017 12026/2017 Approved O SubCoss": Sectional Exterior Door AssembBN Compliance III, Cemtlik"m Mark or Listing mwseNr6eld@dopay.aom SubCosepory: Sectional Exterior Door Assemblies Complmm a Method: CorMft n Met wLisap ameetarfeldillidoPaY.aon bRw fi9dm Quaft Apouremm A,,,,,d for Uss Ataeoved Aw US, mew Deal- Bs4lIC.HVHZ SoFI .tllGtli pt 1'rsaatrs ffi4 In HVHZ 9td@MbKVti3 pro AMA Quality Assurance InHVHZ ! gum alllBti NMI proximate Baal Prodatudo.NumheorNams product Defamation conbid Exolftflon Approved for Use Approved for Use Jet Dah. InlBOQ ONMI" Roklat g� PrsYYrs 1 185PW 73 x 721needted Glue 04,WWIS No Yes No +SW-OO 9 PW-5520(Law Miss" Impact) Vinyl FacedW dove 042012020 YN Yee Yes WA CIO 86 O86 tY6.09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 480. 4RST, BRST, Goss, GR6S, ARKS, ED53 StNI Pan (ndn. 25 ga.) Bbgle-Car (up to 9V wine) 01212028 WINDCODE&*174; WO Garage Door No YN No +38 PSF/-42 PSF 102 102 W&16 PAN-2F153: 73, 76, 84A. 94, 42, 48, 429, 48% 4RST, BRST, GOBS, GRBS, AR6S, Foss Steel Pan (min. 25 go.) Double -Car (97 to 167 05212028 wide) WMDCODE8aa174; Lv8 Garage Door 140 Yes NO +37 PSFN1 p8F O 0 Florida Deparbient of Business & Professional Regulation pens l d+ Building Codes and Standards ,,e Product Approval Application D&Wll '(^^ Florida Departnront of Business Sin Professional Regulation Building Codes and Standards Page 1 dl 1/e01e Florida Deparfrnent of Business & Professional Regulation Building Codes and Standards P.ge+d+ 1ffim+e `V FLA704114110 V Now or � Product Approval Application Detail Product Approval Application Detall Miss Version Revision 2017 Theme-Tro Corporation Category: Exterior Doom E s L rNnN validated B. Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P,E. (419) 298.1740 PE-43409 (813) 7874555Cn v� S 10/182017 10/15=17 gat y Aggrsved 102221117 iV122017 AMR Approved W f Srsbk TY➢! YmaO Revision 2017 PGThdwtrlN Enek or carried EOakl9[E.LiS'aDtB Validated IN Dean Rush MWr&Dade BCC0-CER MWAIIOde BCCO-VAL RIM 20 Dab m Ys&dmd auwwmw FM Approval 122072017 IZS&2M7 tin Amnamd 12252017 BMLm Approved Fls1ea61 R6 290 I1me YloaB RevNbm 2017 manufacturer MI Wbdorrs and Doors EDBEL.ot P,Naka+da.IJraDu Vagdatsd av nrentsBMper American Arddben M ctural Steven UrIck PE R111 RIM. DIU PerAllma 211 Y lib ffic 80 01/0312018 W/032018 lahM vwkkw Subcategory: Swinging Exterior DowAasembles Compliance Malhod: Evaluation Repofttrwn a Florida Registered Ardxted or a Licensed Florida Prafas6bnat Engineer ddw®nebkpconseeannte. min mi Q Category: W doww (941) 46801 W (768) 316- M Category: w0dove (717) 3e&r33M Mamdadurera Assodafbnn (7M 317-8454 H$ subcategory: SNple Hung COMPN N Method: Certlflation Mark or Listing dnmdr�pgtlndustrlee.wm SubCebgery: Hodsonbl Slider Compasea Mehod:CedMoaBon Mark. Lblrmg baeanger®mIAKLc m, >�l Prohetmodel. NWMW Or Napa QuoW Assurance Pnod,00mcdodon Cormtra+tEaniratlon Dab Approved for Use Approved In t1Yt�Q &r Uss tmPtGt R Dldm FLe230A2e Predgytg t a. &quot;Fi»rClaNkdquot, &gletSmootrsSW&quut, WSW$ &quotlmpsd&quw Gaud Fiberglas 12131=1 No Yes Yee WA Q BffiI 7 Product MOM, NumMrm N.m, SH-65W (Lags Missile knosct) Oraeh Assurer, l.fodutl.g Contract Ejordroolon Dal, Vinyl Single Hung YWndow 07130=0 AporovedbrUse A tgtBDS Outside NVFIi Yes Yee tmp"t B1MIektl Yes 1� Plomrs WA BelProduct 1 Model, Number or Manne HS 185 Fm and I"Frame ProductD000rlotion Contract Expiration 73XS2 Moulded Gtsas 02n$W19 Aggrgned for Use Armed for the LUmd Data IatB46 Outside.IBrtiZ itiabillat No Yes No g� 0eleYrs +661-as &quotCisasloCra6&quot w&quotCfesaicCnaN RusticBquot Sings, Dow -(X) lnewing or Outswing CanlguMlon J SHEET NO. PA 1.1--- Codas aNi 8ta,dal�dN ,matlb fssdgwd f EglkHnq Cpies grid 8tatxiarde � fa•, a, , Ftoride � �� &$PNu1dNfds RajplfetiOn �mae,s Fbdda IiapPfbllBRl d Codes &�Pro� o�tHl RegldN6on n9 Product Approval Application DehN Product Approval AppNwltion tiara!! ProdlwtApproval Application CetaN Produol Approval Application Datall Dale Sae Yd■ Hie daMest � ia.eLaLieea H■rmtl Dre sae llNlrlal ltr.m ereF,..■ Bete PNDe..®l !■rmrl >mtm. � Psi !.Bien ra.rmec Owhri laolaet:liieaae ].NiroiBt ■le mle Btaeiese luirrel ltr.m fNtle®aat Dai ataaaaal lw. PlttH!litil � L.e 1fBl■ ll.�.ra®t NrllL>x iraarti LNraaiaLie■a H.wrtfa D11! Brae DIYhmY■ 7te■lYd Lio18l tA(JHo■.I !� l■r�.l IYYa Pt:,Hl�H 4sde see » YtriaaMt Hera[ lmrte8 laalaaacis,te■e laNtrfalN: Dale � lielmw BttaFxr■ Ogle 9GeNNeaef aaeaaa lUea Rrvlroe 2w7 eWMsdpapaedGww oneewy:a,►gowa OWCrYOeycYWloiu Calw,,lrma M+Nwd: lraesaeo,s Rapsat+ana fbddxRpkbnrdAroeYlelprRllbnredFbdda tkerd 8laspr Lob RLanw,PE E1.Vm eL tulaL PE v,n aeaaaeo PE•affi14 (tiT)31td464 �.oan 1tvzaol7 10f1aRO17 17 latlavol7 A+Pw+•+ 13rrkp 2wT fRTM�rwra wbawy:Wmava adsCerapsy: Masker aaspmbaMrapdsCrsUs, neassixarkorLtrka pee Rwsk MYmFCWeHa:p-{WR MWeFOaOa BOdO-tw (p{714ebp,00 {9ael a,a.2toe doom 12Ad1O17 ,Inaaan i2A4+lw7 At'4,oaad Ra,idal, 2AT/ Ae,aa lle,dlatlleEeq P,pds,alr, ma pMaOOq;Pm,ryYaar asdsC+esa++R Btlese C�eatrxara0sad:lwN„IlonWpostfwwa ttpr nratieenaa Fb,ek PetaMlana ilw Ra�dtCawa Jple8aa0ww, P.H. tooA s4o-�n PE.24121 {!62}]0712Si6 �' dkao,n OaaBRO17 OdVNRw7 OapAr2017 IaMtVJ017 APPwn+ liavhkn 2w7 jnara NRdkM,eanpPnodaob, lee. Q+bOp/: WitM YM4k AiM:�ys�q Bo,aPras,aa Mrlmds HYaesrbssRapoa,+ana a e L,o,Rasd Fk,ak Pkweaaea Ztw Ra,sab Logi,w .Irw eotsawN, P.6 367.¢878 � dk.pett 06Qa11017 Oe9aaOn OBalaQ01T m11tV2w7 Arfwa+d PwlWkeal6,pkM1 P{�L•611.P@Yd! PspRsknelEna�krM w analnex Im! lltlltm�lBR Net Imaleglileau leosllrtihMudoim BoaeltatpaNalwBde l7tYl titWYo< E�ae ialreLmulle l(te dlaadllttYe Meat BW■ 1 MaNenimNDaowand tunexsw Alsatdn,esNaaom oerzerm2l Yes Yea Yee Ra >ial�rdfeoee ft M lateti Oat!■ Otrhelael■■ Pnxkmpaowiodm ft eeaaaatttllee ltma.� OaY■ N L Cn C6 .�.� U N O .� C N 0-0 0 ICU -0 d. to Cu ftomon Ca cn O O O O W c �- o U rTWt 1- ._ vJ Q Naaaa�aaaaa■ ■ eaaaea� O ■ aeaaaaa� U ._ O > 0 Q U O L� V °- U) V m W Q Z ti z Q J CL SHEET NO. PA 1.2 Fiprida DapaMtsrd d BtaWefs & PSI Florida OepahneM d Budrie■ 6 PrMft o 7LO ApplicaCn tion cz o (D LAM Cause Repletion PAPWM m ProdomilladmLlImimbermlimmom (D Deparbiwenil Prolonkmal 21ZA017 Aptxpved ltarrse, 2617 L.V. Thongapn, Mo she Tha,spaon NeaNrdewl Tasar Cerlrbmn 2artsryRRki LoeM HaRpa 7giQRwT 1W1Oae'17 tOM7l1w7 1N,712w7 /r,parad tbNdap 2On L:V. Thwtoswn. Wo.da ThampaoeArdseadwr TacytTbsiYm„ LsrsmYR Prier Lora lk,Wari ItM1tYa0i7 tOY,OCd61T 10Airzw7 1Y17A017 Approved Cn : b a a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep1d1 1115018 FIM149411,111 mm vardem balmdatiallat cordedydkMW Be YaEtlMBt SUbmitled FBCAceaYtl 9oQrcesd Am& Revision 2017 Sorel Roo" l Mofg@MMW Thom" Jena wan IAPMO Unrwm Evaluatiat Gary W. Walter, er, I OM11=17 10105=7 101212017 Approved Clatterer. Roa ft (802) 289.2288 Services LLC. (206) 854-0100 SuaCataeory: Rooaq Tiles thomas,Iemrhrftililboml.ce CompNrrP Method: Evaluation Report from a to Product Evalaelioh EMBy FW"B.Rll Products $ga Pmdud NodeL Numhar«Nam. An«oved for Use Apprcroad to Use, I gggypg lOHINIM Bulaidy Ratedideat Prosecute 20 Saxony 900- Shake &amp; Slat Flo ProBla- Latrop, CA iDN42018 No Yes WA WA S..mh Creeds, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pre" 1 d1 1Arm18 FLU fdo Enft Blk 2211 !ice 2111 Sena VMaka lkrAdkCha Combat as lnaisearALeeea vaBditd By Yiamd Eubmit w POO A98atttl Aer>bffi Am& Revision 2017 nW Building Conlpomds 4"Ap I- Sbed umm 100 Evattadim Service, LLC WNm M. RulK PE 09119=7 09Wr2O17 092112017 Approved CMepory: Btruekrrd Components (847) 9184i473 (407) 681-1917 ButoCabgory: Thee Plate tlewtsQalplas8w.00m capltsncs Matletl: Evaluation Report from a Product Evaluation EMI* PLa1"94M Products Qml&AmIge0f8 Aaaroved for rise Approved for Use daises gowm peat ProkidModd. Number orlYm, ProductDocrindon In HVHZ Outside [ Pegg 1 rTW BCG/Alipra Higher strom M (H &amp; S) Mad Connector PMM 12/312022 year Yes WA WA Branch Criteria Florida Department of Business & Professional Regulation PrP 1 w 1 Building Codes and Standards yams Product Approval Application Detail FlPIBWM40 Cmk Enft or Bat 21k Dow PWWBN Bat Min Yemen 1kmN$liatz Csontrad, Edeffindo[ALsaeass vagridW®t )WMAN ;INS PffiAOproval Aoo®mffi Sk4m Rev4bn 2017 Clo6Y Protection Products, LI.C. Tim ROOhreo o WMKA TaaJr., P.E. John W. Knerzavkh, PE 0&052017 O=12O17 09I112O17 12/122017 Approved rat paey: St u eas (954) 889-7545 PE-441e7 (964) 772-=4 SubCaWgW: Storm Panels tkn.mitarsonampent.com Compliance Mattock Evaluation Report from a Florida Registered Arehihaot or a Lkeaes l FWU Prolsasional Engineer Quotas A- AW Product Model. Number or Neme AOOf i � ID.HY}S Cahl,tePressures 1 20 Goes Galvanized Stet Storm PatabONNZ Corrugated GaNamtred Seel Storm Parts retained 12/312019 Yea Ye. year WA or not by trade te provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Feptdl lame 2M Eaft Bat 21k DM P Bak mm yeetor, tYssiagaim cprAnd Eadhoser31haldffi V.Rdawev )Wod" Submitted MApatlml Ampnovia sm Revision 2017 rrw Building Components Gray iota Swart Lewis ICC EvaWettwh Servtp", LLC VVMem M. Ranieri, PE 0911 VM7 0110712017 D&212o17 Approved Calepay: Structural Components (847) 9188473 (407) WI-1917 SubCeelray: Truss Pales etwis�aiplmaw.com CoapBaea Method: Evdu.tbn Report from a Product Evaluation Entity Quarter, Asrateramrs Approved ferties Apargeoldliortift _ based Claim Eel! Product Model. Number a Hama E In.HVW oubikk NVHZ1 rd F1lgpQ 2 ITW SMAIplua Hinge Plate Mid Connector Plat 12r lam Yes Yes WA WA Cglk Ime )Colon Revision 2017 Global Pmbdlon Products, I.I.C. Caegory: Shuaa s subcategory: Storm Panels ComrpihnPMail Evaluation Report from Florida Registered Architect or a Licensed Florida Professional Envic"t FLa1"7644a Produces E2L4 Produtliclal.Nmuhar«Hams 2 24 Gage Galvanized Seal Storm Pa AWMVriZ Florida Department of Business & Professional Regulation Page 1 or i Building Codes and Standards 1055r2me Product Approval Application Detail Entity Rok Bet Dde P@rAgM PW c V.DlbftdBe Yalmalel ilk FECAOormal Approved Auk& Tin Robinson VMW& Taa Jr., P.E. John W. Knazevidr, PE OOMM17 0121812017 09/1112D17 121122O17 Approved (954) es9.7546 PE-44Ie7 (954) 772-MM am.roan.anQappem.com IbMeLANImtd Atamove Fortin ABemrltlfair Use !mewl 21111111111 1. WHIZ outside tr rd FmeMim Corrugated Getva bond Steal storm Paris noskhed 12/312010 NO Yea Yes N/A or not by bade t0 provide hUnkane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fret all 11542018 F44 RM ErAft or no 21h palm POKUM 21k Ift vend- M contact Enalress, a Liesser, vast b By ywhi1w Submitted F6FApormY Ae®mp stelae Revision 2017 rr1V Bua9ng Components croup ore, Mort Lewis 10C Evaluation Service, LLC WMero M. Rmieft, PE rW/1& 17 090072017 WR12017 Approved Category; Structural Components (047) 01&43473 (407) MI-1917 Subcategory: Truse Place 6bwis�aiphreltw.dxem CwopWnp Method: Evaluation Report from a Product Evaluation Entity FLa1BOB-lie Produces Queft Assurance Approved forth Approved „ieUses bog 92" ffid PmduetMedel Number«Rana Product Dssork)d n If]Q& 131lhkrd Freaeee 3 ITW B=AIph Tnuiox Metal Connector Plate 121312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep 1 of 7 1165=1a Hit Calk Enter or Blk Bak Data Pending Bak Must version mastillifillux carried Engineer &License Vaildated.®L yelow Subleftlard PECBIrlamml aaemra9 AM& Revision 2017 AN American ShnWre and Gs" Maas Barbieri Frank L Berowdo, RE Troy Bkhq% P.E. 102n2017 R ~ Category: Shutters (561) 712-M PE-004NO (964) 947.0860 Stbedegwy: Storm Panels mBcablia8emericanshulte Cpmpisna Method: Evaluation Report firm a ot.con Florida Registered Architect or a Licensed Florida Professional Engineer PIa17B89.R1 produob ♦a1 ProbhctModal.Nunher«Name AporovedforUss Alao�leljelks ImheM gig E Frodslctl o In FIV iZ oulaills, HvHZ Fosseltrs 1 22ga damp; 24ga Golvordad Steel Sromh Paele 24a Ramp; 249a Galvabed SMel Stone Pares 1213128/8 No Y" Yes WA Florida Department of Business & Professional Regulation Pep l or h Building Codes and Standards ir"8 Product Approval Application Detail But 220 Entity Bea Bak owspauum Bet Muse Version 1 p8 Enab a 3.LI YdillidaM masom E,Ih a FaC.Anorovad Rdekkrt 2017 ITW Buadig Components Group ho. StuartLewis 100 Evduatlon Service, LLC Waian M. Rameri, PE OOMWA17 0OW2DII 0=1I2017 Approved cat"My. Structural composer" (847) 918,6473 (407) 681.1017 SubCabgW. Tmee Plates showds@alpinetw.wm Compbnp Nothod: Evaluation Report from a Product Evaluation Entity WRO Quash, Assurance Anm«dfortlie, Aoorpved for Use giallas gedon EraR Product Nadal. Number «Ham InouwdaKM pAmbdot Fylomm 4 nW BCG/Aom Waver Metal Connector Plats 121312022 Yea Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pep l d l iBmill Florida Department of Business & Professional R egulatiol Building Codes and Standards Product Approval Application Detail PaP 1 di 1>b2018 Florida Department of Business & Professional Reputation Building Codes and Standards Product Approval Application Detail Pep 1 d l Ir"18 Florida Department of BUSneSB &Professional Regulation Building Codes and Standards Product Approval Application Detail Pep 1 d 1 t/umla FLM27411 Cm anft or Bat 20 DIM pis Der no 20 nMO74t$ C9112 amffly r Bah Bag Data Pe slam no FLMS? t& Sr.4Ps Enft or Blest Brie D&W PMXffW Do FLf i8T4t6 926 N" rBat 21M Deb Pehvnm 20 T i Version Mmufacww Engineer &License Yam( YAUddW Submitted FBCAnoavd ADDFCVW &to& mm Y98Mh mmudacwm contact EMIRM&Ak� ydirWMBy Subs M FEB.Aoe4Yi4 Apontgad AMR li'a! vmiw lftnufaft Era imaLkaValidated By V4001111111,11 SuknMod PSG Asarrorril Aptorroved $Mtaa Min version tip Contest Entolniew & Liman yalksbday VaNdidall automated Flies Approved$�3 RevWdh 2017 Mfrek industries, for; David Wart ICC Evaluation Service, LLC ICC Evaluation service, ion&2017 1011VA17 110222o17 Approved PAVIA h 2017 MI Industries, Inc. David VVed ICC Evaluation $ervice, LLC = Evaluation Samba, 10M 2017 10110IM17 1D222017 Approved Revision 2017 MITek Industries, Ina David Wet ICC Evaluation Service, LLC ICC Evaluation Service, I WI WZ17 10flWA17 10222017 Approved Revision 2017 Mnak industries, Inc. David Wed ICC Evaluation Service, LLC ICC Evduatlon Service, 109=117 10MMO17 10222017 Approved cat": Sincerest Components (314) 851-7480 I.I.C. Category: Structural Components (314) 851-7480 ILC. C4bgorY: Structural COnponalts 4851-74W LLC. Cobb": Compeer" 4 -7 Subcategory: Tort Plain dwafllindi.mm RN) 599-M 8ubCrigory: Tees Plates dwertQmB.,;orrr P2Oury 599-asoo SrrbCabpory: Trues Plies dwatame.00m CM 599.96M 5rrdrCCabgory: Trues Ptsh dwerlQmB.wnrt (20) 69g-g8W CampilaDMa Metlhad: Evatatlon Report them a Conpgama Mt.tlhok E"khetlorh Report irorth a Comiscame Setback Evaluation Report from a Crmpbana Method: Ev lluaron Report from a Product Evaluation EMI* Product Evaluation Enmy Product Evaluation Entity FIa2197R6 Prodhreb Product Evaluellon Err* FLM1114M Products B � FLa21a74ta Probate ins RWJO Ap Use Approved for Use boa Rift FLY2197Ra Produeb d Ajmr rod for Use � it" gutoB iI�E ProtluctModel. Numher«Naha jg atolo IZ Pressure ftg Prettiest Mall. Number or stemsProductct p In HVHZ Imfi Resistant �aurs Pr bu Product Model -Number W Non In S R preteens Ida ProductModl. Number «Name f0lnHi BldMes,.li1alZ lkektrd P1mge 1 Missile 18 ga. super high* art& truss connector plate 011012023 Y" Yes WA WA 2 Mil Is 169a.tusscemectorplet 011O1=23 Y" Y" WA WA 3 Mr78HS 18 ga. high strength truss connector plat 01/0112023 Yes Yee WA N/A 4 Mr20 20 ga. bu"connctor plat Olmla0Z3 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.P l d l IAMIa Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs l d 1 1/6=18 Florida Departmant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe l or l 118rm18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pore l d 1 Icswis FLa2197.Na Cslk Ent*, Bak Bag 1Dab pawbw no 151.1111112r4w rim EalWrsr Bale Bat Deft Pearson Bail ua.eeerRs rieft Erdffi[gt Bit 291 Dalsiatencillea Bah B, 221111 Endluesr Bat BSh DIU pension 21M mm Version ll contact address, &u� VdMWdBy yaldaW Submitted Aoomna At" 3011 Vemka Magidwilim[ Corded loalleseriLicense mmmmem Vstidstedi automated PEICAoIanterM Acraforstil AMA M)rlla i(uNga ManabstL- C.1di t VaUdabdBV 3NOdgm automated PSICAooronral Amaaybdi AMM Mich Yaa[e limudgehm y1liddegtu YaB9ftd EIONDlOMd FOCBoptoval AporsdoW status Revision 2017 M iTak Industries, Inc. David Wan K:C Evaluation Service, LLC ICC Evaluation service, 10MOM17 10MS2O17 10/22/2017 Approved Revision 2017 Weyerhaau"r Rob 0~ ICC Evaluation SwAm, LLC James A Ruttaen, P.E. 0BF=2017 OB242O17 07103=17 Approved Revision 2017 vveyemaewa Rob Beldsm ICC Evaluation Servba, LLC James A Rothman, P.E. 0822/2017 08/202017 0700312017 Approved Revision 2017 Weyerhaeuser Rob BaMe4n ICC Evaluation Service, LLC James A ROMm", P.E. 080222017 O9/2=17 O71MV2017 Approved Cabgm; Structural components (314) 8614480 LLC. Caagory: Structure! Components (253) 924-6476 (608) 8WI344 C.Eagory: structural components (253) 924$178 (806) 838-1344 Category: Structural Components (253) 924-0476 (DOB) 839-1344 SubCa%": Thu" Plats dwaromdLcom (206) 61011-91100 Subcategory: Englealed Lumber Robert.BaMvdn®weysde DulaCaho": Engineered Lumber RoberfEaMxbetilloveyerhe ButtCabgory: Englnaeretl wrMeer Robertealtlws®ewytbe Coxplbna Method: Evaluation Report from a CoepWna Method: Evaluation Report firm a eueer-Mom Compliance Method: Evaluation Report horn a euearam Complance Ndhod: Evaluation Report from a euw com ProductEveluelbn EnMy Product Evaluation Entity Product Evaluation Entity Fta"27Re Products Entity Product Evaluation En PLax1074M Froducb Ap,(&Adfor Uses Ab m dforU" lama Bale p, Apirr,"kuk! BooC>�MtUse 1m89E J2W8 !®net Aso[mLeakrU" insect 21" Flia5a7aM Protlucb Approved for Use, App�(lYkflUse IMJW Bntn 2299 Ens n inHVIKZ BS!!!t!A&Illalt !tom I tea! ereduetYodd.x.nb.r«sae. P mHiL1S Outside assistant FngMms ,$erg.! Ptraductillockiflumbarm Product powdodw conwdEsdrad=Dwb in oubmam lE I38ilieot Presses ssgt Product Deserhatant conbdExobdbnomb In ouma assistant Pt� 6 M720RS 20 ga. high strength toes connector plats O11(drA 3 Y" Y" WA N/A 1 Midokm LVL Lamtkuted Ven"r Lumber O3/J12O19 No Yes WA WA 2 Pauaan PSL Parallel Strand Lumber ONSi/2019 No Y" WA WA 3 mmber8lrand LSL LamfnateC Strand Lumber 031312019 No Y" WA WA Search.iidktlt EemhSrdOtlt EemnSrftdt BM Do Ymtn 1kmGaghe[ Revision 2017 Weyerhaeuser Category: Structural Components Subcategory: EnEneaed Lumber Compliance Mated: Evaluation Report from a Product Evasetion EMI* 44 TJ Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.P1d1 1115=8 EOnhLe 28t Pat J Bak :eIresaLA Liense vanax.d ey ymod" SUbmI1hd F13CActorn4YlL ADDIand EMae Rob Baldwin ICC Evaluation Service, LLC Jones A Rothman; P.E. 08/222017 08202017 07/0312017 Approved (20) 92443476 (eO8) SWI344 Robartaw"now"O e e"ercom Detail A- AuseffleacifterUsts ArxroxedfitrUft lmeet Bdakn Pmdtct Degradation ConbzdExolrBdOODmb In QuinkleH)Ibi Reeleasol, prawns StuotrelComposW Lumber w Oriented Sand 0=2019 No Y" WA WA board Rim Board Florida Department of Business & Professional Regulation Paps l d i Building Codes and Standards ifa20la Product Approval Application Detail Fla U4R10 931111111 Eo1MLs[ Bak Bah DataPeadhea Bak Must version 1 Corded FralnserALicense ydMdtlav Ydkww suhrlrdNd MAngroval Approved Ales& Revision 2017 CASTCRETE USA, Ina Cost Panto hsaml-0ada BCCO -CER Minns Dads BCCO - VAL 11/142017 IOMS MT 11212017 Approved Caagory: Sutatlad Components (613) 82f-4641 (786) 3162680 sWCabpery: Products Introduced" a Raul of gertblo@aet+at.com New Tedmology Complsna Method: Certaoraion Man or Ls" Quaft Age Approved forth Atwroved for lea Jmaal. 2ift Bag Product Mndet.NumberwNatss IOH!?P gyb(eHVM gnhdm F(saet 1 Pugh Sbarog h Concrete LkAals 4, S. 8, aid 12 Inch wile brials 09/11201$ year Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PaP1d1 116r2018 FLU 2a9a E89hLvt Bea ikt BMtPJn918 201 mm Ymkn ilkapfacBror 9JffiaM RiallnegrillUcanes Submitted POO.Approval A,01e41 EthM Revision 2017 Weyerhaeuser Rob BaNwm ICC Evaluation SWvloa LLC Jansa A. Rothman, P.E. OD nWI7 080=17 07/032017 Appoved Category: Structural Components (253) 9248476 (toe) 839-1344 SubCtlegwy: Englrsered Lumber RoertBddwinilp"yama Compliance Meted: Evaluation Report from a euaer.com Product Evaluation Enter Codes Astronomer AnanNad.hgS" A .to, thus IMROM graft Ant lerroductidocial.111lumber Product In Outside P..ktwt PmMue 8 Weyerhaeuw Rim Bard Oriented Strand Board Rim Board O3312O19 No Y" WA WA Search Cdtkb Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLl1ZLW Cok enowg M)ma Yemim Corded enables, &Lbr Revision 2017 Commerdal Concrete ProdudaJx Robert Call THUY H. MUYNH Cdegwy. sbuabmd Component!, (813)8694fur PE-MI22 StbCsIsM: Products Introduced ss a Result of precierlitatorayahcocom More Technology CompWna Method: Evaluetlon Report from a Florida RegNted ArdtWd N a Licensed Flores Professional Engineer FLa17744R6 Product Ant Product Modal. Number «Mama Product 1 Ouakly Precast or Commercial Concrete Product Proud and Prestressed Concrete LNtt Pro" l of 1 1/M18 Bit Blk Qak.Flldina aft Vinddma, Yestated Submitted ifficApirrol.l Aoer tl AMA Jim may 1OM42017 1W13/21117 102612017 12/122017 Approved (352) 58aa3T1 Duties, Assurance Approved for Uss Annoved for Use ImeeM ROW III HVHZ Dow& gnkim Pry O52820Y4 No Y" WA WA Florida Department of Business &Professional Regulation Page I d2 Building Codes and Standards 3MI2018 Product Approval Application Detail Code Entity or Ran Vote Ode Pentllnp we. Myp@ Version Manufacturer contact Engineer & License Vdltldetl ev Yallrmtetl Submitted FBC Approval Approved AtAlm Revision 2017 Gulf Coast Supply & Mamdacturing, LLC. Eng David Daniel S. Kuhn Lack. Bowden P.E. 10/122047 10/102017 10/172017 12/12/2017 Approved Category: Roofing (352) 49&0778 PE-75519 (334) 3MI800 Subcategory: Motel Rooting infofgulfcoestsuppy.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer Quality Assurance Approved for Use Approved for Use Impact Mail :49$� Product Model. Number or Name Product Description Contract Expiration Us in HVNZ Outside NVNZ Resistant Pressure 1 0.032&quo; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -N/A( over 15132&quot; Plywood 2 0,032&qud; Aluminum Gulf Lai' Min OA32&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +108.5PSF N/A/ Roof Panel over 15/32&rMd; Plywood -116.OPSF 3 1&quid; 24ga. Gulf Snap 1&qud; Gulfbinep 24 Ga. 17&qud; wide Rcof Panel 04/122024 Yes Yes N/A +N/AI-131.OPS over 15132&qud; Plywood 4 1&qud; 24p. VerseLoc 1&qud; V.-L. 24ga 16.54qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ wer 1&32&quot; Plywood -138.5PSF 5 %qud; Versal-oc.032&qud; Afummum i&qud; Versal-co min.032&quoLAluminum war 04/122024 Yes Yes N/A +N/Ar 15/32&qud; Plywood A01.0PSF 6 1.5&qud; 24ga, Gulf Snap 1,5&quoq Gulf Snap 24ge, 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/Ar - Panel war 15/32&qud; Plywood -i16.0PSF - 7 1.5&quot; 24ga. VersaL- 1.5&quot; V..aLac min 24ga. 16&qud; wide Roof 041122024 Yes Yes N/A +N/Ar Panel over 15/32&qud; Plywood -123.SPSF 8 2&qud; 24P. Megal-W Mn 24 Ga. 2&qud; MegaLoc 18&qud; wide Rod 04/122024 No Yes N/A +N/Ar Panel over 15/32&qu0; Plywood -108.5PSF 9 24 Ga. Gulf Lok M n 24 Ga. Gulf Lok IUqud; Wide war 15/32&qud; 04/122024 No Yes N/A +N/A196.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seem 16&qud; Wide Rost Panel 04/122024 No Yes N/A +N/A�93.6PSF over 1x4 Wood Pudins over 45/32&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam, t 3/4&qud; Snap Lock, 041122024 No Yes N/A +NIA/ 18&.qud; Wide Roof Panel over 15132&qud; Ptywocd -408.5PSF 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel war 15132&qud; 04/122024 Yes Yes NIA -MIA/ Plywood A56.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crlmp over 15/32&qud; Plywood 041122024 No Yes N/A N/1.1131.PSF 14 2B Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel wer ix4 Wood 04/122024 No Yes N/A +N/Ar Purlins wer 15132&quot; Plywood -156.5PSF 15 25 Ge. Gulf Lok Mn 26 Ga. Gulf Lok 16&quot; Wide Rod Panel wer 0411=024 Yes Yes WA +N/Ar 15132Rqud; Plywood -161.OPSF 16 26 Ga. Gulf Loa Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel war 04/122024 No Yes N/A +N/AL63.5PSF 15/32&qud; Plywood 17 25 G. GUIfPBR Mn 26 Ga. Gulf PBR Rod Panel wer 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 3282019 Quality Assurance Approved for Use Approved for Use Impact Deslan Sea d Pratluct Motlal. Number or Name Product Descrip6on Contract Fxelatlon Dab In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulIPBR Min 26 Ga. GUtlPBR Roof Panel over ix4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins are' 15132&quot; Plywood -151.7P9F 19 26 Ga. GUNPBR Min 26 Ga. Gul1PBR war 15/32&qud; Pywcod 04/122024 Yes Yes N/A -MIA( 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR war ix4 Wood Purlins over 04/12nO24 No Yes N/A +154.7PSF N/A/ 151J2&qud; Plywood -151.7PSF 21 26 Ga. GVRib Min 26 Ga. Gv102ib over ix4 Wood Purlins war 04/122024 No Yes N/A +NW 15132&quot; Plywood -164.2PSF 22 26 Ga. GuffRib Min 26 Ga. GutfRib war 15132&W Plywood ct; PI ood 04/122024 No Yes N/A +N/A( -159.2PSF 23 26 Ga. G.IfRib Min 26 Ga. Gdfft war 15/32&quct, Plywood 04/12)2024 Yes Yes N/A +N/A1 24 26 Ga. GulfRib Min 26 Ga. GulfRib over ix4 Wood Purlins veer 04/122024 Yes Yes N/A +159.2PSF N/AI 15/32&quote Plywood -164.2PSF 25 29 Go. GuliRlb Min 29 Go. GulfRib war 1x4 Wood Purlins war 04/122024 No Yes N/A -NIA/ 15132&quot; Plywood -123.5PSF 26 29 Ga. Gulfrilb Min 29 Ga. GulfRib over 15/32&qud; Plywood 04112RO24 No Yes N/A -MIA( -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Woad Purlins war 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 26 29 Ga, GulfRib Min 29 Ga. GulfRib over 7H83quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.0PSF 3eamh Criteria Code Verslrc 2017 FL M: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL subcat.clm: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL N O� U nN nW' W Q_ cO -a O P,''� v - M CC5 to U_ .0 -0 ccno E O L 0 r�� a-r E Z z W J Y� ca"a" O CIO Cin O -1-e W C/) O L_ Q CIO CL C O L 0- Cl) W cW G Q z z Q J d- SHEET NO. PA .3