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HomeMy WebLinkAbout3217 Lytton Hall DrABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Air Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O. P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 12-28-17 3.00 rn FRAME -WALK REVISIONS 2017 FBC UPDATES t�N r �D OR Q�:TV `�� 1551 INDEX OF DRAWINGS SHEET DESCRIPTION I SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS I D1 I SECTIONS & DETAILS I WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS I PA1.1 I 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. C9 21- M O — to Z N Z Q J a z Ln (9 w �V — OLL, c o U o r- m N W E ~— 3 0)M C) CT = a) C N O o 0 U W � LL CO Y <Crn O Y c0v CL rn C o B D. DC WTI, T N N Z �/� O h N Y♦ M O N O � � Z W M N Z z )Il ii. fn 1_ O O 10 LU Z0 W4! �o . ^ N 49 �C �N O (Ya � W N¢m LL Z A $qfl F t�� kQ513tO it ,"may • �M rot 00,'` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o Za � Q w< X ODr1 V Lu Z UZQ Q wz / 1 ��yo zf10 J a Lu00 �W w �u-'N O W Z OZ Q U 2:Z L 1 UJ Ll') 0 Z O = U �9 °Oo 0 auk 2:o r4 a Q Z w l.r) < ; t 8 Q Z Z kip Z �j a o m O y, , o� z g U-11 = —� Z a .-a a cn s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. C S �r�lll�/�I�Il�l�l■AII�IIY�IE■�I Rl����l�i��llll 3 v 0 rn rn LO M v+ c 3 a rn N a E 9 A H.B. S3 TYP @ 1 STORY O 25-SH I 3Q' °ao SPAD - F BERGLASS 0t 10') P URROUND CV to I BEERpG LAS - 15'-04„ 4„ UR3 VN 10 4„ 1, 10' 5" o° O 0 7M 2' r` F,1 60"x36" LID A. III A O `� I TILE SHOWER ^' TL �o _ U) N O N OWNER'S = LIN N C BEDROOM 3 BEDROOM 2 16" 5-S H DEEP � I iff8'-0" �N SUITE 8'-0"CLG. 8'-0" CLG. CLG. `�' j _ CARPET I CARPET CARPET 8_ 1 g, 0„ 2,�, 4. 2„ 3, L. 8, o-„ 3'-32' ��s� W . I. C. 1 CO 2668 2668 rA S3 °P rA I (4) 2x4 #2 SYP STUDS _ S3 W/ USP HTT4 @ BASE AHU 8'-0" CLG. 1 4068 B.F. 0 4068 B.F. TYP @ 1 STORY TYP 1 STORY CARPET I a z 166 R&Ss = w — -------------� — ----------- �O z-----------_ _ _ 5'-8' 10" 4'-0"1 o R&S N R&S tn� J N R&S r _ t _ 20E 8 H DR AT T-4' H S3 , (4) 2x4 #2 SYP STUDS TILE I FOYER `' I M I 16'-2" uy 1 8, 62„ [0 1 W/ USP HTT4 @ BASE O I I -104„ 11 6,_8„ 9 -6 CLG. - -0" 3068 N CAFE S3 CO00VAULT. CLGI ICD o rjr"-----, CARPET I 1 11 I BUILDER TO PROVIDE PATIOLO 1 1 D.W. I� APPLIANCE G.T. 1 11 I I N W.H. PROTECTION WHEN CC r----------- `° S3 I I 1 1 I REQUIRED PER FBC I I D I I "x20" SQ. 0 cq 4'-0" 2:12 SLOPES I o I `; 1 1 0 u, o O 2 6 S3 I I = U I I PILASTER W/ (4) #5 VERTICAL$. CEILING , �0 1 1 i — _ r� 1 N — 1 x uJ I I ENTRY (SEE E� FOR i 1 1 o Y z I 0 Q C� I I I 8'-0" CLG. I HEIGHT)). 4x4 P.T. 1 1 i� I I I I I #2 SYP WD, POST TO SIT DIRECTLY I I K S3 1 I 1 I I I I 1 I IN CENTER W/ USP PA44 (TYP OF TW 9'-6' CLG.I in N I C -JJ .... P 2-16" 1 I I 1 1 20'-04" ) 2' 2" _j I - ri I I p I 0 I M I AN RY EDGE OF SLAB 2" Q o _ I --CS1 — — — — — =w BEYOND WALL T r OPT. U')� CO � I I w o A �i N N 16'5DEEP T DRYER VENT I I I 2 CAR GARAGE X THRU WALL T I FAMILY R M — -- — HANSON BOX 8'-0" CLG. I I I I 8„ o i� 15 O2„ - @ 36" A.F.F. 20'-04,. �Sd L. o i CARPET CPJ I w a N Co iv I I I I I I i i� 00 V) N— ? D S3 I I I I I L 286 TI E 2868 0 6� U ----------- 1 CV A H.B. S3 TYP @ 1 STORY 5'-2" I. 2'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 H$ (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20X38j 18JX37j S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 187'X71 S.H. 1 H2 27 114 X 26 26 X 25 S.H. 11-13 271/4X38� 26x371 S.H. 11-14 27jX50j 26x50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X71112 S.H. 22 37jX26 364X251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 11111111111000011 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 11B111 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 V z C> 0 — o z z Q a V, CD w p �U — 0 LU Tw = tI ! C) N �� m N f— E G M — _ [C2 'Of6 N C) `o U =" o Q rn N w nv rn Q d A I B D® N C B D C N N O � VGi N o Y Z C�j0? W U) ��� -' 0 Z �NaoZ Gz z a o W e Z w cn "10 _ W C �__G �3 a ,w ze O LLYI Z a��N.� ' ❑ W W,W F . EI OM i� O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 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 NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 �o <F w¢Of� UZ00 U Y �0WZ Za J a j D - O U J i o �— Q� zz >o a 0 Zz li z rl LJ �{ v J W °Oo0 LU auk J m2 oao� *k N Lu < $02:° z Z +"'I a =0' 0" !Z w Lr) Lij� 'Lou g9� Q z �4z Ln Z 1— o, 0 m z W 0 �z o� g = nC� .-i a to o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. 1.0 EC O ih 8'-0" BATH 2 KITCHEN ISLAND 8'-53 OWNER'S BATHROOM 01 01 CV --7 OPT. REF LU C? KITCHEN I 8'-51' 4 ih 9 Lj L=j HOOD vim CV I RANGE KITCHEN INTERIOR ELEVATIONS SCALE: 1/2"=l'-O'v CD O C> U) LU M 0 LLJ T E 0 co 0C:> CO C\1 LU E 0 0) co 0) C) .1 0-04 C:, 1LCo 5C, < -)e 0 0) U) 0 C) � 6 A I 8 D. N 0 D C C; z LU z U) 0 LU ioz C) 1:5 0 z U) E M LL C,4 IN U1 LU 4- 45 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 . Cypress St, Suite 200 I FL 33607 wwwle narTampaxom OZ 0 z z < z 0: 0- W<Q� a: U0 z U, -Z U) 0 62 O'� U W C'4 LU V) z z 0 UZ 2! rr 15OZ C 0 D U-) Lj- 2: Lr) LU z < 0 U Lij Wg2:;5 80Zo "-, r- LU r o r-4 Z<Za Lu '9 < or- z LU 2 LU U) d:5 ti z 0 LL1 < 'UU 0 V'o < Z z < V) 0 z U-) C� z :5 Uj 0 Q < z uj 0 Z- r-) T-q a Lr) 0 SCALE AS NOTED DATE 08/08/2019 TECH: FM VERSION NO. 3al SHEET NO. 2.0 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 " x 9" SMOOTH TEXTURED El II Mimi ININ I 12 5[:::� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 18' RIDGE VENT T.O.M. HDR HGT. TEXTURED — CEMENTICIOUS q FINISH ON C.M.U. bo 00 (TYP.) F. FL. �12 - 12 HEEL -------------- T.O.M. HDRHGT 5 TEXTURED I a CEMENTICIOUS FINISH I ON C.M.U. (TYP.) I 2" x 4" SMOOTH I TEXTURED SILL / BAND I I I ------------------------------IL--- F.FL. 4' RIDGE VENT 12 �5 ------------------------------ ---- - - 1,- 0 bo l 'Pi PRE -ENGINEER TRUSS REFER TO STRUCTURAL — PLANS FOR BEAM SIZE 2"X4" TYP. 5/8" TEXTURED OVER - MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL PLANS FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO STRUCTURALPLANS (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE C_/ OLUMN DETAIL FRONT ELEVATION - 131 SCALE: 1 /4"=V-0" RIGHT 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. �00 i y I i 'L 11 �C> N crs CD w w � o CD m N {&1 "— 3 0) M M co -(UO co a)O o 0 I C)� a' o LLCO U) Q 0)Ln fl- o v, rn Q o B D N C V N ;D N O NO M p) W O O a O z w Z ZLU0 Mc9U) a I Im cn cam`- o W W A q w W �����"� Z 4 w• E Z YI SX N LL W N¢Mr gg yOg g�jp g v O u� yM�gr� OFESSiO'�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. Lennat-Tampaxom Oo rx W� za <F U) z Wa-M01L� oo°° 0 Zuz� W 2:w aK�co 0c 0 ^ 1�N WLLJ L w ZO ¢ v W I� 5 z 0 N3 E L G TS Lr) C Q = Q J LU . 2:U 9 oupz O �ma k N � Z<QQ LL Q Q Q ¢z LL cL z O I u O 2 �C'Zti Q 0 8HF z ' ul Q Z $ z a p 0 coC � QLn z J = Jz ¢ LU ,—I a V) o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5 12 5� GE VENTT4' OFFRIDGE — CEXT€NDE-D------ OVERHANG TO BE -- ------------- CENTERED ON DOOR 4' RIDGE VENT 12 _7�5 — ----- T.O.M. �— ------ HDR -----------------------------------I— F.FL. 18' RIDGE VENT REAR ELEVATION - B1. 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 SO. IN, OF NET FREE AREA / SO. FT. �00 R��L CD zM 0 _(0 z� z a z cn 0 w V — O W � o r— V(13U LO C"!LL1 a) (h M CO — U m-0 co_ O o N C% cl:� Y 5 u- aco O Co f` Q le n M a ci B D® NYC V N N rn co �o O M V1 N 00 O N Z W M�gz w z W LU N o a � Z 0 C' � o ¢ O o m I R f LL N ra G� W a N¢�r V4 A O j U O WWW.FDSENMCI OW NN` �3 ••• •,eo Q' i F \ `7'rff1iQ346iS`•.a4 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 wo za f a z w ¢ Cr O�z00 Zoaa _UZ �awz Q yi a g w OCe2O o w V w Fi O Co J Lu O cn L w z z QO >/ `J LU f z LL Q a ~ 3 G W -0 _ / C) G V Ln z w U _ ,­11 ¢ .9 00o 0 Q ¢Y8 J LU 0ma U Q N z<Z< ¢Za a d- o�� Z rn so�o Z W L0 di0 a g~Qa i- Q I- 1,0 Z �Zo ao co Z = 2 a Lu � SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. 3.2 1 _T F �> _r i 0 2" 1" cv - - � M 2" €ti 0 �^ VARIES *NOTE: FOAM TO BE USED ONLY WHENREQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING ����� 2 2" 1'-10" �^ N _ 12 CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS VARIES VARIES M �M SIN CAP iv 1" 1" 1 _p 0 M `~ 21" 2 12 VARIES VARIES -IN 1-4„ 1 1 1 1/2" RADIUS r 4" 34" 4 e-- MTV v v 4 42„ N SIN 3" T 3, 3�. 4 a r M�a M VARIES ,,, 2 2" 12 ,,, 2 SIN 32 11 32" 1. 8. 2 1/2" RADIUS BASE ire ;— CD BASE 3 _4LIq • rN 4 12 "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OPENING 2 d'N „ZIA 6 �. 1'-6" 1" V-4" 1" • , 0 (V 1-1/2" THICK 1-1/2" THICK 101, 21" 4 I I 10" 6" N Li - - N HIV C�7 31 q116 U 2 (V 2" 4 3" 2" 2" iv ism LUW Q > Q > ri 1-1/2" THICK 32" 21, `" T rIN M 2'-4" 1'-10" 5 z" 1'-5" 5z � 00 IN 1,4" 3" ty (0 Ch 51„ 4 3,-[[1" 12" VARIES VARIES I'll _w � ^Ch 22" IBM VARIES VARIES 4" 8„ r--------- _ DD Rs" 2„ I -1N M 1 3„ OR ^,'� t 2 4a � KEYSTONE F11 b - OPTIONAL ' 4" GARAGE DR. OPENING 4" 00 - KEYSTONE F11 OPTIONAL 3 a ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED c3 6" 4" CV CV z' VARIES f2" ZD 00 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1-_4 - 101, 11" V-63, 11" 4 a a o co CV 11" 2 533" 2' 1 „ 1'-1 54" �7—� '� 1'-4" N i� N o CD N N o0 0 M�:- 1" 70, 2 "IN� CC�� - GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ro U UI "' zM 0 — o z� Q a C Oro w p �V — O LU H U m N w OV a) Cl) m M S ai aim1 Co C co p o 0 U 2LL00 C 0 Q U) a-o m Qv rn Q o B D® Y- '1 N �D YI O O rn O O Nlt Z_ W �"� � � z N„mz LU " .N a w � a LUK Q � t Z Q ¢ o 0 z N WLL N ¢ Cl) Q Ci WWW.FDSENG.COM 0 N 00 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 3 O �o zQ <a wa�� Uzo0 z U Z a�az U0W z 2 2: J a ce. 1 O8 W lLN , 1 1 �Q O L z z \J zz g r D LCCo "0 0 4 J J J V LU L OOo D Jma x U0 �o� LU LLJ v+�0a 0- d — J zaz4 w a¢L Q o�ZW Z Z 1- I0- �d�z LU J 1 t� ou O ri LL < �o a o�< O� rl Q Z Z Qz <Z o L0 Z a0 m O = =j� a uj ,--I I a V) s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. F1 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �@wP WEATHERPROOF DUPLEX OUTLET 1GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VtKIt-Y Mt_ I tH CH CHIMES (OPTIONAL) LOCATION WITH BUILDER PE9 PUSH BUTTON SWITCH (OPTIONAL) POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER II MAIN V 2/0 or 4f0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. �0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �J]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" �00 �� L 'r 0 1531 z_M Z � <C z (,I ' n � W �_ a �U — OW 10 o U a CO N uj — oU N M �jto m _ M o0O C) 0 1 m rn Qv rn ¢ o AI B D® NCBDC N �D gN09 Z I z /may w M 1 LUw ZL a9 Z � 45 m Z LL Q N¢ o NJ WWW.FDSENG.COM rn 0 CV 00 0 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz O �o za ¢f f� Q U480 J Z�Za ow aa0� O��o U U W 1 N m 0 L Z O u G c 5 W J vai 3 Lr) W o z O �_ rl O cud 0 � U_ �o Z v0�a O a Oap< zaza w Q d" moo Z Z '"'t � "o o' 0, LU L!i ; "- :5 J d! Q Q Z H0 e' u a 11Qz dl rl Z RZ �0 cc O a� Z g LU = a Z' a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. 4.0 RIDGE ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation SE (See lev) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) "NOTE`* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN 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 SO, IN. OF NET FREE AREA / SQ. FT. r= ti 0�1 CDV zM 0 — o z N z� a w 4-J p �V — O W m U o� m N W F 0 M 0) M N -00 CO U UUUU = m US O o N 0 (1) a)�LL00 00 ¢ rn o N Cv v M Q d B D• N� N �O U) C)M F ONO U) Z W MN�z z F_ = �LLo.g kj w W Q v w inW V ' � _5 ° Z N 0 4 o i o LLZ `I= � d Q rn W N¢M r� Q a� V U �� V✓WVV:�r�SEN�,. ( 06 - r, ia,,f,rtE�i;agea\ 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 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 z Z¢� W Q cc W 0 U Z Q�C U O LU w / tt J CL C) W N rA' U W OLO L Ii Z ZO ��/� 1..6 � Z a n3 C -� z o Q O/ ' J QJ W V 7 , _J W C 00O Q LL Q U J O EJOma2, iz Or00 Z# N ZZ� W C ¢ < cc a o-C)u- z z 0 - C,P,Ci g�8 Q z z 'ay z < ¢o Z m Lr)z W N° JZ g = ¢Lu ,--I Q_ U0 o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3al SHEET NO. 5.0 c c d T-8" H.B.' I 3'-55' _ 2'-6$" 6'-0" -2 6'-0" T-10" 4'-2" T-28" 2' A S3 TYP @ 1 STORY U.N.O, ■ ■ ■ ■ ■ ■" ..10 ................ .................."■ ■ ■ ■ I 1 I ■ ■ ...... \ I 1 T-2$" 'J -11$ N I in 2,_9„ 2'-8 11 I \ o - HVAC CHASE \ \\ \ \ BASED O \ I it I :. L- 1 } N \ ih LOCATION \ \ \ � I �jli in \\, 10'-108" •— CJ CJ N CJ — CJ ih 2'-6"x2-6"x 1'-0" W/ (3) #5'S E.W. 17'-5g' 1 36'-6$' 1 TYP @ 1 STORY U.N.O. 01 00 3 ............ I............ LO .. ........ S3 1 : ■016 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OFCONC./PAVER TOB£4" ■ . HERNANDO COUNTY ONLY BELOW FIN. FLR. I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4'-8" PROVIDE 1/2' x 9" N L co -31/2" MIL VISQUEEN VAPOR BARRIER 16'-11$" 8'-64" W/ ) # S E.. RECESS FOR FIR DOOR W/ (3) #5'S E.W. I SLOPE EP I S3 �r N �o -31/2" — J S3 — — — — 19 . CJ I III T— PROVIDE 1 %" RECESS D.W. III I : ; / \ ( ■ —' FOR SGD. REFER TO I I ■ I �,W.H.,/ K CC CC I STEPS AS S3 MASON'S SLOPE FOR N I r�= _ ��11¢ I WIDTH II �� 1110 S3 S3 o 2'-6" x 2'-6" x 1'-0" �o REQUIRED I II L —_ JIII 3 I : I r W/ 3 #5'S E.W. ( ) PER FIELD J I 7'-5' 7 -1" 5'-8" CONDIITIONS 4'-0"I 1 1111 1111� ' ' 11 L s J 20'-6' 6-8" 114" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I W/ (1�#5 REBAR VERT ABOVE SLAB I I 1 TYP ALL PLACES SHOWN I KITCHEN ISLAND ; ; 1 K BUILDER TO PROVIDE J HOOKED F-fG. DOWELS 5" EMBED 1 �0 LOW WALLS S3 APPLIANCE PROTECTION S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 a)I CHASE TO11 WHEN REQUIRED PER FBC ■: I— STEEL" — — — — I�ISLAND— _ I' 1 — — _ — —I — ^ t C� tCj I � 19 in ? A : °° S3 II ' in TYP @ 1 STORY U.N.O. I� I SLOPE I 0,_0,& ' F-=_-r=+� 1 ZPT.�V I OPT. D I I I I -31/2" ■: I I L_=J I 20'-112' L — — — — 1 I: 4'-6$' 10 ■ ------------�-- —--------�- --- ------1— ----� o .:. ■. . . . . . . . . . . . . . . . . . . . . . .. M. N ■ ■1)<x0r\xA ■ 3'-50" 1 2' A S3 TYP @ 1 STORY U.N.O. 2'-6" x 2'-6" x 1'-0' I W/ (3) #5'S E.W J H.B. n 8'-0" FOUNDATION PLAN. 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 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W W� z CONTROL JOINT DETAIL SCALE. 3/4 = 1 -0 #5 CONTINUOUS .; ; .,•" ",. REINF. SEE FND. FOR :,; ;;:,:. QUANTITY #5 X 25" X 25" CORNER •_,; �_,,; •_,; ; • ":' BAR ONE FOR EA. ' HORIZ. REBAR, TYP. ' ' ' �:'�' : ;• U.N.O. *"Alternate: reinf. bars shall be �, s•'�r,; •';r�,:;:%, •'�r,,•';r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" I i UI' zM 0 —o zC\1 z Q cL Z cs� Lu �V � O w -N o '— � Cl) m N _) t— C` M M — U S N 2 -0 co O o 0 / \ V �o o L lL OD 0 � Q Q rn v, v Q rn Q o Al I D D® ` N` C- V _ N -Sa C U) Z W` (h N S0 Z z � i w J C, a �. � c j u- o C.tzl cz' W N- N w W V �=LLo , Z Q o ¢' LL Z W •",� F��� FDSEGSOM""�' EiL � t , : 14 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 14 �o z Q a WZ�L rzo0 Z0w Wof tozZ O J a " 2 " z UW�o m U ^' W Z Z O ¢ U ^ I — Z 5 z Z ,--� 0 z W O Q ZZ Q U J w oOo FO O ¢u� J LL. �o Uo�a � a ZZ¢Z< LIJ o o 26u-2 Z Z a o Uj to Lij =--o v, H Y U 8~0 Q Z z O Z ?z0 m = V O aLU a o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO' 301 SHEET NO. 6.0 n L J n n w cn CJ3 CJ5 D Ili D 0 D __q D D -1 -I I- < I- < ¢ D D \\0 D -- 1 1 1 11 1 1 1 D D D D M co 00 W co Co 03 n m m I GEl I 18 D1 EJ7 \_�2) 2x12 #2 SYP WD. BM. w/ 7 I LITCH PLATE. BOTT. OF BN EJ7 USP HD41OF w/ (10) 1Od NAILS A 3/16" TAPCONS T4. BEAM TO C EJ7 EJ7 EJ7 CJ5 CJ3 WtiCJ1 EJ7 EJ7 EJ7 OX EJ7 X (2 EJ7V EJ7VA F O I c6 EJ7VA D 0(2) EJ7VA EJ7V EJ7V EJ7V EJ7V EJ7V 11 I" EJ7V CJ5V /CJ33V � CJ NN= A (2) J TYP. BM TO CO. CORNER 16" OSB @ 7'-0" M U(6) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH. / 20 10dx1-1/2 J HTT5 4350 3740 518" ANCH, / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 7 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLT TDX10 7845 — 4 - 7/8" DIA. BOLTS N S 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS I „X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d -4 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CARLEDGER W I$ INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. \ i\ SEE 3/S5 FOR STANDARD GABLE END z FRAMING \ = W + + p + + 00 71 CL 2X TOP PLATE TO-44 GABLE END W/ 16d a NAILS @ 6" O.C. LLL LL 2X4 STUDS @ 24" O.C. + + r W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM E15 FALSE BEAM GABLE END ROOF FRAMING PLAN SCALE: %4"=1'-0" I Z co o — o CD O z t2 a. Cn C9 Cz. w +__j �U — O w m i� o o0 CO N w '- � 8 M �M Nca aM = ai O `o 0 -500 Co 0 Q M f: Un 0 ";r Lo 6> < O B D®� NB'DO 't N N Z LU �N Z z U)� M C? 1— � � o.o w ED 5 g a � LUL `^ LLWk'lQ ; 4 11 41�� YVWW.FD�E G.C'OM��" '� + S a, Oak 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. LENNA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz 0 14 Wo za f� Z w ¢ C� K a _1 0 Z Z �1CL a�J O��o 8 ZUwu m o i — Zo r0 >/ Q Zz Z rl IL V) 3 ` � r) IIr Q O 0 O �w U = J LL LU _ ooz O LL. Q U J O �o O a U N Z¢Z< z< Q U Q 0 Z 0- w0�o a Z J ri W Q z V) U $ Q z c3� Z 0 k Lr)Z o, o m O Ck g = J� a rn ,-i a U0 s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3al SHEET NO. 7.0 I �I� I_,FTjjjIr IfI IJ IG. ll . t; GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/l T 45) FORM do GROUT SOUO � t•:a. N Q O V O #5 BAR CONT. 8F12-1 B/1T O "W LINTEL DETAIL SCALE = N.T.S. ligillill i a mom MOM In ®R Ir TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = =n J _ Fw 8F 16- B/1 T Q Z r io tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c�precast li-ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT TOPALTERNATE (1) REQ'D 1/2 EAR POWERS STEEL LINTEL d O d ° d a ° .M.U. #5 REBAR AT TOP ° 4 D d ° d GROUT MIN. (1) REQ'D 1-1/2" CLEAR d d 4 ° �o p o 5 REBAR AT = N rn w Q ° O BOTTOM OF ut z w O(0 o LINTEL CAVITY Q V w Ir O n ` L L OTTOM o d Z " REINFORCING PROVIDED IN LINTEL ¢ ¢ Cd m Z Z LL p w u^ ¢ _' O � D D A, #5 REBAR AT BOTTO 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) Co In it d- S �o �o AS INDICATED 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'-0" LL O 5-10" LL O LINTEL PLAN SCALE: %4"=1'-0" r� 0 rc' 03 _ o CD Z m Z Q U) V, C9 cn W �Q �U OL `n E � �- o 0 00 LU p d M C f6 M T N p o N C LL 00 Lv o Q m U) fl iz 0 v rn Q o BD® NCV N N rn too m oNo rn �t Z W �M�z �' z° U)Lu a W Qc'n N7A o w W V ��LLo a Z 113- = o �� .w �0 — V tA 'w o 4 O N M tea, LU A�^.�DSENG.C¢NI 'i ✓. 1.; ..f �;` ° r A / J _� Yfo s t- ��• fig, • �qti. 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ Z a w¢CeX UZOO ZLU< �0w Z / R J CD awU_ UC J kLLL N N Z O Y V i Z g G .0 ' `A7 _ / (f� Q p J L1J j w >9 00o < o J o A Z 1aoJ N J Z<Z< Q Z O w J L0 > ;LL= W �FYo . Q Z Z $ao aZ m O O� g 2 a rn ,—i a U0 o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. 8.0 r I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT I N S THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. m 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 1.3. 2 UNIT WEIGHT 0BLOCK: F 8' C.M.U.C.M.0 B O 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4. 2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1, 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 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 C SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4, 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBGR R318.1 - A certificate of compliance must be issued to the building department issued. by a licensed pest control company before a certificate of occupancy will be 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 6-0" 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 TYPE:5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL BEFORE DRAWINGS RE 0 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 1%8" 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. � M z M - o Z N z� Q OCl- z V) (D 1116=1 cn w �V - 0 u, '`° (n E �N w- ° N C)m U � W F - - 8 N cNM 01 M cc`o I'm, Z ;a O N O LL00 < o Q U)o- o rn v8_:2� rn Q o BD N N Z_y LU M N m Z w z W&Z ice- y It Z N rn c4 ¢ O co m O _ �o o m as LL Z H M ' a N¢� W Q ,e4°•, �: F Oc r�� U - :D Z! 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 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz �o Wo z aQ Ea wa�of Uz00 Ouo ocof 2 0 w Z 0 6� o ULu Cow@ L LU zO aU O z z g Z z -a J a ~ o Ln CC Z J U = T� J w C) °°z ZD G f O �a0¢ N z<zl� ww¢3 QFQ-0�� go�� z z Ch r-1 o �LL � a 2 J Ln lL ¢ w L ,4 Lli NFwU 0¢a Q ri Q z z �Qz 0 C' zz 0 J w = J z a SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. SN CORNER OF HOME GARAGE SIDE U -'a c v 4.> A 0 i U 0- z I i c 0 5 U J LZ rn N co 00 6 0 0 0 45 0 w m — — J w ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + + + 6'4" +++ +++ + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + ++ +++ +++++++++ + — 15/32" CDX I PLYWOOD OR 7/16" OSB BRIDGE 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 1.811.7 wood panels Two 3!4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM W STD. 90° CONT. #5 BAR CONT.> HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR r INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max • � 4 max, d Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2"�min. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - Hangers with side nailing, OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - - - - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H /a H C G 000 5'-0" Q - c� STUB -OUT FOR 1'-0" o ° GAS METER O o U O F • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4' (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap ° r Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or_tz Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC] 6000s® BCI 6500s® 9-1/2" _1 1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" � THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist pe—S When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET v N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. "ON blocking panel *Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger (0 CID A 1%" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6' 6' 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 1Yz" B 1'-0" V-1" 1'-2" V-2" V-3" 1'-0" V-7" 1'A1" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" 1'-S" 2'-4" 2'-11" 3,-7" 4'-2" 4'-9" 5'-4" ---- _ Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'_7" 6-4" T_2" 20 1'-0" 1'-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 24 V-0" T-1" 1'-2" V 3" 2'-5" 3'-7" 4'-9" 5'-10" T-2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I—III—III-1J I--lll—v_ Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM) ° ° SEE PLAN FOR °• ° . • FOUNDATION INFO ' a, e' STEM FOUNDATION i �✓ \ 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 o depth i I -JOISTS BUCKETS N.T.S. GRADE 0 REINF. SEE PLAN 'LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION A e a PVC OR SCH40 SLEEVE r—PLUMBING LINE ��I \ •v e 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 a e . °O/4= ' as d � I - SEE FND. PLN. SIZE & REINF. �1 Z M — o z Q n E3 t1 Uf � w ° O l� �(A U co�t- m W E (DM CD Co M M z S d [2U -0 O o 0 li, -5 " o Ili y Q 0) C, - Q Lo rn Q o B D® N ~c� N v �/� O M v N VI O O N O ?t W Z W °oM' M W � w z° U) pL W -&� N w ���� Z 0 co .2a 4 " °w t/1 w LLE. Z z W Q 1 S� ,tee }at wuDa. ��`..• �x~', cap ' ,R, �< `., c► J „ A N° fsr, V�. � ' . j 9 'lm n sFj 1) _ ,: 5 4111 - ,;Y d°r it 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 CZ 0 �o Wa�I zoo O 0 a 1-- ' z Lu o�Co U°orz0 L j w z Z Z Z 0 Z z 13 z L z ' ^ y 1 U = �W H U o00 0 EO (� �+— U gM N Cjz- w < Lu Q �o�0- 8S� z 0 W ri Lr) �a� �uuu-5 J r-i di W0 2: Z ¢z 0 (n o a F Q Z Paz aoo LP) Z m O W = a1z E,-+ a U0 o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3. SHEET NO. SN 1 _ _1,1 i� l � � � [ �� �a i,i�� I A ]. I ihG :I-llp4 I' ilh ��, d'�,:II I d rh L. FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SI ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE M _ — — D 6MIL VAPOR T-' 00 BARRIER l D '• a =I I' •f i `� T COMP. SOIL. T ° (COMPACTED TO 95%- MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) STD. 90 HOOK SEE U.N.. N CHAIRS TYP. 4„ DETAIL V-8" (2 STORY) U.N.O. ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 13 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14 O.H.D. RECESS z V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE -E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH �I I I-III=I m a D I.;,II11,111_, III , D•�"'C D• I—III—III—ll— C_ ' � , ,IIII�I�I�III�I' 1 8„ 1 -.1W ..— -F.,'r. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=V-0" GG S3 2x S.P.F. STUDS @ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" 016" PLATE WASHER (TYP.) _ ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" ° a a a A.F.F. O.C.) 2 31/2"MIN. O O d d O a 4 O Q , a a a° d a a ELEV. 4-3 1/2" � a Q d ° a Q �4 2x4 CONT. a Q ° A.F.F. p b > a d a a a - o a s Q p W D I` la a a a a 04 — — ° GARAGE DEPTH VARIES ° 31/2"(min.)- 4" I 1 LI -� III=III d ti O (2) #5 CONT. 4" U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL Ca SCALE: 3/4"=V-0" "SHEAR WALL" 2x STUD 8" C.M.U. 1"x P.T, STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED ' GRADE ° ° D ° D D00 D p D ° D I —III —III —III —III —III � ° I I f=1 11=1 11=1 11=1 11=1 I I- z D a ° pD ° p I—III—III—III—III—III-1 I� III�III�III�I 1 1�III ICI I i 04 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min.) 4" GRADE a °° — — — — - - — _ , c � —1 I I —III III —I I 1-1 ' _ -(1) #5 REBAR w/ OPT. I=1 11= 11M. = 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS d Cl) a :• °° III III co ''a •� '.� � III —I I � I —III '.a �, '.: ' —I I I I- —III—I I •�: ` I-1 11= III I I1 �ITiI I , ,Illrirl SEE A/S3 OR J/S6 -i`I III I I I II i,L ,III I IL7 FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R XS6--� -I! II I III,=„111•„ I I„ I. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF —� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITA=:+- EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)E UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATEUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILSU.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.CJAND (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'4'. (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE AINSULATION INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS T( SIMPSON SP1 w/ 10 10d NAILS ) STEP, SIZE OF FOUNDATIO2x P.T. BOTTOM PLATE REINFORCEMENT AND WILX2x P.T. BOTTOM PLATE WWF OR FIBERMESH INCLUDE THE WALL6x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 WWF OR FIBERMESH MIN. D SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" �31/2" MIN. 1 ° _ b ° I I=1I I =� 1/2"(min.)- 4„ 31/2 (min.) - 4 -I I I_I _ III I I I-1T III' il_I ITI-1I —I I 11I I I-1I I I'' (2) #5 CONT. I I VRI I=,1111=,I I[ i„I I„$� 1= U.N.O. MIN. TYPICAL BEARING WALL @ STEPrcC SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�Nt Joys INSULATION PER FBC AND ENERGY 1GON��N (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT FOR WALL HGT. <_ 8'4% (2) (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITSFOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/811° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (10)10d NAILS K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7EMBEDMENT (MIN, SHEAR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR MIN. TENSION 2600#) 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �, FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH *- c PER MFR INSTRUCTIONS LU D ° #3 OR #4 REINFORCING BAR U D GRADE 40 MIN. Fy= 40ksi � a N D ° FINISH z #3 & #4 LAP SPLICE a -III=III=III m . ' I I-III-III-1 I- o NISH GRADE °O 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a I_I I I=1 I =1 I I D I I I I I=III =1 I I=1 _I I = [ ] I�I I I I I-1 D', • III I I-1 I I-1 I fl I' 6 MIL VAPOR BARRIER =1. I I P D ° I I —I I =III —III III —III I I I— ' III=1111 11=III—: � #5 REINFORCING BAR R 17/8" �' I� _t I I I 1=1 11=ITI=1 I I 11=III 11=III=' T N z 11 J=1 L1=ITI=1 I I III —III LI- III o: I I=11=I 11=1 11= r #5 LAP SPLICE (2) #5 CONT. -�I 11-1 I II 1-1 I I, , I III—III—III=1 I 11 COMP. SOIL. (COMPACTED TO 1 II I ' ° I1-=T=111=11' 36" MIN. LAP [36" MIN. LAP] ON (TYP.) )CHAIRS $„ 1„ $„ 95% MODIFIED PROCTOR ASTM li= I I=111=� 1=T I I=I I I=III-11' 10" D1557) 111111111�IlIII�IIIII�ITIIIIII.IIII—' 4" 1'4' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� -o" a CONT. BEAD SEALAN � Q INTERIOR ° a ° -3 1 /2" d . CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a4 M 6 MIL VAPOR - i'- BARRIER TI Iii l� VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS `�N ° AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR M TOP OF BEAM & LAYOUT DESIGN �I--I I=T co �i SEE ROOF PLAN c - _ _ -° ":: c a e . I (2) HTS20 FOR STRUCTURAL N I, ,ll I, ;-111= I I co SIZE & 1 °' a I I) T CONNECTION INFO A a —I M = 1 a •. III 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- Z ATTACHED PER NAILING FOR REINF. INFO. LU0 SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O C PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALLEXTEND .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS FILL CELLS TO FOUNDATION PAD _9 INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `� ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT - M w/ MIN. (2) #5 VERTICALS oo z GRADE a ° d FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c�LU ° I nWWFORFIBERMESH'- co z w p= -I 1=1 I- a w 1 I I I -I = I- - 11= —III- LU Z ° BRICK PAVERS or SLAB PER —1 = • 44 • III— °• Z a - 0' 0" FIN FLR COMMUNITY SPECS a a U -- - - - - _ d — — — M . - IY 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" I I —I —III—III—III—III I I —III—III =— = 111=1 11=1 11=1 11=1 I F -I � III=III=III- -III II=II=1 _' FOOTING U 11-I I-111—III=1I I „I1I-1I1-I1I I—' BEYOND PAD REINFORCEMENT , —i 11=1 -i -' (SEE SCHEDULE) 3" MIN. CLEARANCE 'aa SEE FOUNDATION FOOTING WIDTH coNc. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N S3 SCALE: 3/4" = P-0" SCALE: N.T.S. S3 0� zo CD CL- V) 0 w M p •V — O w T o0 m w E 8 a) M Cl)— maM Sai arm poN 0 Q tm 0 C �a Al I BD®N W-01" 't 1,0 W o �° U) Z W g�z w z C C � its (n ti O w W 6, a w _ W U tL >LLo Z o ,gN o v N c N 0 CO �o�� NMmm W Q Nam c LL Z ���.a�:ilt�B&� taut C)6 LU ® q �T 0PE S5\ r'p'fiil1111[194Ett��'��z 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 Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz Q i J �az0- zoo Q z�Z� �Wz Uj 'a a Lq Q o 00 O, — �" U W N CVO Q� J Q Zo r U Z 06 _� -0 � O z < O t/ J = r-� Q moo o z ¢Y� J �g 2v�cca N � z<az Q ova Z Z Qi T--I 2Og0 a ro �Z LU w =�Z� w 2:N��� $9 � Q �p z z �aZ a S Lr) o m O g = ¢uj rn ,•-� a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK STEEL AND GROUT a M PLATE EVENLY WALL IS 1 1/2" MAXIMUMINTERIOR ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" r/ I - 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER [IN PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLR, 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) �ROOFTRUSS 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF , PtTO DRAIN Ct DOOR OPENING DOOR OPENING M LLTJ EXTERIOR WALL CLEAN -OUT A WALL ❑ SCALE: N.T.S. S4 ILI Ill. 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT- NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a ° ° 4 a ° 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 0 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4, WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 10 J w > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ,— GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. s a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET -OP iARAGE OOR 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) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER '­(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. Sq. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMSON SP2 w/ (12) 10d / NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O,C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAINSPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E SCALE: N.T.S. S PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • A8„SPLICE STAGGERED r N J G' 10d @ 8" O/C O�S'TAA SIMPSON SP4 2X TOP PLATE OVERLAPPING ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —7 a L USS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACH END w U V2-16d aa2x TOP PLATE W 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 FEQUAL @ 12" O.C. STAGGERED FROM BOT, SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. - TRANSOM FRAMING \-NAILED INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 —J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. ��4� 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS {3610# SPF) ° o • HTT5 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 2112"SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 2112"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 wl WASHER &NUT 9 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT ° • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 CD ROOF TRUSS ABOVE 2X BLOCKING LCL Al I u zg MZ 0 1,0 zj 1 3ol Li�1J' 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a � a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 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 -- • J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 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 zM —o z(0 z Q • p 0 w 'm o � toNCl) U 0� m N LU — U SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A wl (18) NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) „ 10d x 1 O AT EA. SIMPSON SP4 wl (6 ) 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24� O.C. FOR SHEATHING DETAIL BLOCKING FOR . FIRST FOUR ROWS OF a5° ± 24 MAX' TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 72X4KICKER OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. (SEE A LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/1Od EA. END : NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS INTO 2"x6" P,T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8 x 10 J BOLT @ 48 O.C. " " WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24--0/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX, 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 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 SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36' O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCJ SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR m NOTES AND NAILING TOP CORD X-BRACING, AND TOP SCHEDULE FOR BLOCKING FOR CHORD BLOCKING INFORMATION °O SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24 MAX -WOOD TRUSSES CD APPROX. 8" FROM SHDEATHOING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND •2x4 RAT RUN BRACING 1 12" 1 1 2 x EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d �1�11� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2" x 4" LAMINATIONS W/ (1) ROW � (3) 2 x 6 LAMINATIONS WJ (2) ROWS OF @ 48" O/C(4) FOR THE FIRST (4) ROWS OF (2) 16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207 , L = 4 1/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING, OF PANEL G, FASTEN WITH 2x4 BLOCKING W/.- 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS - . EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _ SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g ADDITIONAL INFORMATION. -- - — -- _- 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 1 Odx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT 1- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 1 MAX. , 1 GABLE TRUSS S15 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. '--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. SCJ 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 �.viv i. o�r�nuv�a GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 124" 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU "� P---- MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14' 1 Od NAILS @CA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. 15 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM i - BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 01 �ii�ii i■� WIN ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6 4' & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) —GABLE TRUSS SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U 0 U Z m _ o z�z z cn U 4-1 u, •0 w 2 ZD o �Ln f'6 U o^ m (V _ "- E OV Cco m m = ai ago 2 -0 m O o 0 U �w� 0 !~ y ¢ N Q O 0 rn u? v rn Q o B D. _ N �D t� O � N V ta O N # zo d Z W �"O Nz 's a ��z w m C F � .� � �n�g o w w o r N 4l LL1 V O Z moo¢ o C N O N W a N¢ q LLZ o F- �4SEN tiwA• �• sP �i � .,j L. s'b Cli .rFJ C-) �Y 6 ,®p F � J �'• OVOID°. 0 ;,p t FEJd ,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 portions of the drawing pages bearing Engineers signature and seal. L E N NA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 Uo z w¢ K Zoo °OZ z �o�W a � �l1J lL N14 L i L � z z ¢o `J J g �3 c Lf) w .) _ O U = z J� moo Y O Q EO Q m 2. N � z41a a z Q °o�� Z LU Ln L(w8 o' it t= J r1 L ] v 0 Q Q z Z 9 a U z Cal Cr g W 2 LO z cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. S5 rn a� U4 DOOR JAMB REFER 1x4 1/2" DRYWALL ( 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION $ , TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON 16" O.C. & 4"LL11X8 STAGGERED @ 16" @ X8 (TYP,) BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL L STD. 90" ` D 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID CELDLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO BOTTOM " TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" ( ) 4 OF BAND JOIST TYPICAL x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl FURRINGSIMPSON ' +2 NOTC F,� @FIRST COURSE HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL L±5- NOTCH WEB AT THE ' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. ��++ S`� SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS .' + FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4' MAX �" SOLID W/GROUT 2'-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS :. • R BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KTw/ (4) 1/4"x1 1/2"SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4"TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE •s BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR coNrncr ENGINEER RECORD FOR ' '. '•; ' SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. '� .: I BACKSIDE TO FIT ARCH 2x8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN :. . CONNECTW/8dNAILS BRACENBLKG!NTO N.T.S. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 7-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) O " DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. START OF ARC. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ X OV�Ry�n/ TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16' O.C. + 4F NOTy 1'-0" 5'-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION A + + ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED RED D 14' MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT D D #5 BAR 2 _0 8" TRUSS + SOFFIT + + D D. e D 10" ° p ° CENTERED W/ BLOCK HEADER T TOP BTWN. ARCH S SIMPSON + p D ° g °� 9 H IN TOP 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP . s EACH TRUSS D ° o D �q KNOCKOUT / c� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s� s CONNECTOR _ MONO FOOTING D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN7 ° 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. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT D Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD CD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'." WOOD FOR OVER HANG FILLED CELL -' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , �' ° ° ° ° ° ° ° ". ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. " '° " '° " '° '°Sk PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER 9 ga. PANEL ) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN, EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° u t, P w a A REINFORCING AS FOLLOWS: T a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT I I I I I I �11—I 1= go ° 1�-' a z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 1 ° I I 11k 6" MIN. LAP SPLICE W/ , EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL III L, FILLED CELL SMOOTH. DO NO FURROW. v ° — —I N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �. 0 1 rr�-" SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ' �_'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. or COVER EA. WAY A SECTION 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, I U i of UI zM 0 — o zN z� Q a t� z t� c� Q w � o .0 w 0 c ~ o r— M U m �� w END� E a) m 0)M _ aaqj ) O o 0 U N tU_co L o Q rn Un n o 0 rn Q o B 1 N N m � b O N n 00 cc',, W` coNo�oz U) _Z 11 (J C (� in�o @ W -. W � W V a c� o a O -o�� c on N on E. !" LL 01 640, � A 1/& Elf '0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oo za f Q W c U�00 0 CC �oWz / 1 'MM W aaOw O�0o Ci W N co o L ou z Oz } 0 Z Z C 4 3 Ln LnJ o U W LU 0 O O Q J < QEU o F— 57 w— fV LJJ QLU za��a Z Q Z Z CYO,� w Ln z ~o �p Q Z ��Z a o S m Z �rn � = a r-+ a cn o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. SS rn i o, 3 Q N v a E E 0 L v C C J ti 0 0 U 0 i U :a O.. i z I Y / 0 0 0 J 0 co oo v 0 0 0 0 w m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION, CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP TRUSS BLOCKING DETAILS YY/ L-IUU"W "ll 1111\VVV YYI_U TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, Y A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) L.SEE PLAN L. OR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �51' COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHEDI SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (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. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d 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. a j STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. '. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL r7 SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION 0 BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS I 0 �`U7 !J L5 12 (D co Z N z� 13 2 U) vj 0 C., W M p �U — p o �� ra m W O mM co aj s a; O O N C:) tu_00 c0 Sao 0,Qo B D® N.0 B.D.0 N D fw N v � Z LU $NCz z U) a W �� w LU Z ri O d O m °: Y yypl O C N O _ Q] o� Z N Q M7E i Q LL W O v V OO I.�oIvll B ❑ ❑ E r N " V d ' r L _ d O � H. �• ele 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 00 z¢ w¢irtr UZ00 z IU¢ Q o w z aWCo , W N a w �-- z o zo O Z ,—I U 4 � W Fo -6 O U 0 Z J W°Oo HS J 5 � LUC ; E N M ��W g(]z0 Z z oo�o t 3 2 i1 LU 'J i n rl LLI Q lii z =; Z o In F¢ 1,J) v gQo Z (n t co � C3� w _ z SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3 . SHEET NO. D 1 cnr n r Io WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER TAPE (ASS EMBLEO WINDOW) I. l� HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s DO NO' BOTTO r=I Wort_ rn NOT USED m SELF -ADHERED FLASHING HALF ROUND WINDOW rul�nu��i rl��nu�u SELF -ADHERED FLASHING DECK JOIST 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 JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E 4M 1� 4SHING a7 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER �Iv PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE 1 A< THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �v (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SOFFIT/CANTILEVER �I SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH JRAL FRAMING 1RAL SHEATHING SAF E PLANE WRB EAK WRB 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 nrl The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Gin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" X 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all r 011 UI zM C, - o Z z Q a O Ln (9 w CQ - O W N .0 :Z:)(� o U o 0 m W I-- a) M m co- M U =a) N -0 OoN J_U_aoo 5 o o a� n. o �a� rn Q o ALI N 10 •A pp M a; y* &I , W a , qLim 76 n w vcnrn � Z O c G O CA -u CNO 0] 1AM W a NaM a q N O V U OF ❑ WWW.FDSENG.COM rn 0 N W O 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz LU za r 9 wz¢°dir zoo oo�cL) Z U Q Q t0Wz eo-N � ' VJ CO OL�o w J U w N a 8rz0 1 � 18 Wz LL " 3 2:' y^l O - � u , a J w V = o it9 W aCg 2:o n a 2 P5 o t'V Z¢�Q �< Q9. Z Z rl woo � :OD W Ln �UJ LUwo J rl di 8 1- Q�1 Q Z I- �ceZ �p Z a o S CalT Lr) Z 4 J� O v , J = ¢ w rn ,--a a LO o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION N0. 3ol SHEET NO. W P SIMPSON StrimgTie; March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method 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 (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (CC -ES) revised AC13 Acceptance Criteria for Joist Hangers and Simmer Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -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 [-Codes, As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit wwNstronetie: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. ARkq Keith Cullum, P.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch Page 1 of 1 p; 2221 Country. Lane. McKinney, TX 75069 Phone: 972,542.0320 Fax: 972.542.4139 miwu.stronu8e: A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232,3 ESR-3445 HU210-2 FL10855.4 ESR-2549 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 E R-3445 S HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report. HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FU 0456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856•R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10656.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856,11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655A03 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241A 5 ESR-3444 LEGS FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852,7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL172192 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244,8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-261.3 RS160 FL17244.27 ESR-3455 H10 FL104W6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10466.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455. SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 Si FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 563.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products, Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Pirber-Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225,1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38,0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0l-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Terri 151b Felt Underlayment FL12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulft-ok 16' wide roof panel FL11551.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076A - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, 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 Ian review. I understand that at the time of inspection of these products, the followin information must be available to the inspector o the P P PP P v t sP p 9n 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 ..0 Cn C6 O� N a--r U N CU CLC O .� CIO U -0 N /O L..1- ( N O O O Q O W O L 0 • �0-e L_ � />� a..i in L -6-0 C_ Florida Department of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail Pei+¢, of 8 12/12J2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw 30 6 12/121201a Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail p.9e+ d 1 Ivor+e Florida DepaMtent Of Business &Professional Regulation Building Codes and Standards Product Approval Appllcatlon Detail Pop Pei of Iiwoie � ^' (3) � O C t` Q a) C_ O O -0 C f�L Code Entity or 2& Dal/. Date Pending Lies Lygp, Version Manufacturer Contae! Enalneer&Lisenea Validated By FSCA--1 Validated tYBm&S9.d Aooroved fflagla Milli Coda Enaty or DAAL& Dal Date Pentllnc Data yyaa Version Manufacturer contact Enalneer&Licenea validated ev Validated Submitted FBC Approval Aooroved egj�g,a Revision 2017 FLa2b461 R2 Products All 1 Thermal Corporation Category: Exterior Doors Subcategory: Slvinging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Archled or a Licensed Florida Professlonal Engineer Product M od of, N umber or Name o. Theml Fiber -Classic and Smooth Star Rlck Ill Lyndon F Schmidt, P.E. Ryan J. King, P.E. (419)298.1740 PE-43409 (813)767-6555 rickwanvbidgconsutiats. com - DuelltvA suranee Product De¢eridlon Contrast Expiration Date Nominal 6=9;8 &quotNon Impact&quol; Opaque 12/312020 Composite Edge Fiberglass Single Dow pnswing/Oulml X configuration) 1&f 52017 07/122017 -al for Uae Aocrovedror Acz ID-t(}Qjj� Outsitle No 10M812017 12/122017 Usa Impact HVHZ Resort, Yes No Approved - Leslan Pressure NM Revision 2017 Therell Corporation Category: Exterior Gore Subcategory: Svoinging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida PWassmnel Engineer FLe204614t3 Products ties• Product Model.Num bar or Neme 1 a. Therms -TN Fiber-Classlc and Smooth-Sta Rick Will Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419)298-1740 PE-43409 (613)767-6555 rickw@iwbldgconsultame. Co. : QuaIINA ranee Product Description COMrecf Exdration Data Nominal 6&;939;8 &quo Non-Impact&µlot Opaque 12I312021 Composite Edge lass Single Dow P 9 configuration) r (Inswln w6g; X 12/132017 12/132017 12/212017 Uae roYedfor Use Ann Aoprovedfor jD-)VHZ Outside HVHZ No Yes 02/1312U18 Inal Realstant No Approved Deelan Pressure WA 2211111 mm Vsrolon Revnkm 2017 >�yj 1 Manukotuw Therms -TN Corporation Category: Exterior Doom SuIsCatsgory: Swinaing Exterior Door Assemblies Compliance Method: Codification Merit or using a.8quo6CMasiFCm88quot; and &quobBendurwrk by Th nm1 T rmn6qud; Sol or comwd Enoheer&Llroma lblidatsd By Rick Wright National Acce ditatkm & Ryan J. King, P.E. (419) 296-1740 Management Mattute (813) 767-MS ridnvaflvbidgcomullants. com &8 and WOpaque and Glazed Fiberglass Door with 12131=1 and without Sideees. Inewig and Outewing Cabe gar Dow Patients is Submitted Pact Aaprovb Aar 12,202017 09212017 12222017 Uoe Appiwed M lies � � No Yea No Amu Approved Dalon � N)A 2211111 mm jgral RaivieWn 2017 aw 6 Manotmokm Thenne-TN Corporation Category: Extends Doom SuhCoesecry: Swinging Exterior DwrA wnblhs Cosepaones Method: CarMkatlon Maric or Liall Products Fleetest Medal. Journal or N- e. 8,quob8nwoth-Starilquot and &gM;Benchmadc by Thermo-TrtrBquat Ent* or Contact Engineer &Lkaoa Validated By Rick Wright National Aomedb&m & Ryan J. King, P.E. (419) 2WI740 Menepannm Metlhde (813) 767-65H ndov®rwbkigoonsu8enl& oars M and SM Opaque and Glazed FibKgWm floor with 121311=1 and 1NMout SNs9tee. Imwlnp ant Oubwlrg 20 Gate. Dew %roadstead Submitted FW Assionival Approved 122M017 09/212017 122=117 �i �,L49 mf� No Yea No ttegle Approved � � WA �}t� � )4_0 U) ` J V O O 0 ^ 0 O O LL O }a n^ Co O V! T! �J //11♦ ^1 W W L VJ U) O CU � � VJ _ � �a'1T'tt O L 6 f. Therma-TN Fitter -Classic aril Smod err Nominal 68at39;0&quoINon4mped&q�ot Opaque 12/312020 No es WA Cwrposne Edge Fiberglass Single Ga (Inswing70utswl ; X cant) uraflon oliNon-Impo♦' 6 f. ThermaTN Fiber -Classic and Smooth -Star Nominal 8&p39,0 &quol;Norl-Impact&goof Opaque 72/312021 No Yes No WA l Wax Composite Edge Fiberglass Single Dow pnswingl0utswingXeonfiguredonj 9 I. Thermo -TN Fiber -Classic and Smodh-Sian Nominal Edg;8&g Fiberglass Ingle &rplot Gl.etl 12/312020 No Vas No NIA Composite Edge Fioegess Single. Door Qnawisg/Odswing;X ealflguretlon) 9 I. ThermaTru Fper-Classic and Smodh-Star Nominal 68,4'39 8 &quotplon-Impact&goof Glaaed 12/312021 No Yes No WA Composite Edge Fiberglass Single Door (Inswin /0dsiw Xoonfl oration) 1 n. Thermal -TN Flber-Classic and Smooth-Sla Nominal511a 9 &quotNon-Impact&quoC Glazed 12/312020 No Yes No N/A Composite Edge Fiberglass Single Dow nswin Ouaswl g ; X configuration) 14 n. arms e - ss c a moo or o a q o n- m e l2fdlal o e Composite:EdgeFlbergless Single Dow (InswingiOutir ing; X configurall Florida Department of Business & Professional Regulation Page i a, Florida Department of Business & Professional Regulation Fag I Of I Florida Department of Business & Professional Reguladon page I of I Florida Department of Business & Professional Regulation Fag., d, Building Codes and Standards ,attole Building Codes and Standards 1=18 Building Codes and Standards 1/6,2018 Building Codes and Standards +nra,e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLt1AL774t4 992e EntIR R GAR ➢ata Data Ewmm 21b FL& we Cep grOw Or 2sr no Dab PNKNM Pala m aeaea Srsda Endar or GSM Real Date reflecting 20 rs ee6;as„ Cod: E emy RMR Gar Data Panama Gift BM Version tknulac w Contact Enka ALicanso validated By validated tWOM Ill Amaral Agargsled Ran min version ilanufwbm Caltat Ethanol&Llatw validated By vAiid" Submitted EBCAoarsYb Aaomsd ima sirs! veson I contest ancestor 3LlanaVelidabA By vessel Submitted Fill AMroved Approval lum y«sIce Manufacturer Coated Emk�iLba VelMlabd By VaiIiaftII Submitted FBCApproYb AagBatd $LYle PMWon 2017 MI Windows and Doors Category: Exfedor Doom Su1sCaegory: Sliding Exterior Door Assembles Broth SMnpsr Luis Roberto Lomas Sown M. Union, PE (717)986.3900 PE-62514 (717) 317.8454 beMngeramed.cem 0811312017 WI 112017 0&162017 10110/2017 Approved Revision 2017 MI Windows and Doors Category: Exterior Doom SuUCabgory: Sees Exterior Dow Asesmblisc Brent SMtevan rger Luis Roberto Lomas SM. Urkl PE (717) 36533DO PE-62514 (717) 3174MM b$Ungw4l wd.mm oalia I7 08112017 08111142017 1010=17 Approved Review 2017 MI Windows and Dona Cathel Exedor Doom Su SlidingDow Awmmt Brent Stenger Luis Roberto Lomas Steven Union, PE (717) 3683300 PE-62514 (717) 317-8454 s nge .can 081132017 081112g17 08116/2011 10/102017 Approved Re nett n 2017 MI Wlnc w s and Doom Category: Exterior Doom BubCebpory: Sddhp Exterior Door Assembles Brent Still Luis Roberto Lomas Sewn M. Ul PE (717) 386.3300 PE42514 (717) 317-8454 ceanpe .corn 00/132017 08/112017 08116=7 101102l Approved Compliance Meal Ewkjdm Report from a Fbnda Registered Arrhded or • Licensed Florida Probsserol Engineer Compliance alsbod: Ewlaatbn Report from a Florida Registered Arahited or a Licensed Ferris Professional E�laer Compliance,:: Eveq�on Repo ore Florida Promsslioonalieered� teed or a Licensal Florida Mental: Ersedor a Report from a ComplianceaRegimented Pb ReaeleretlProfessional � nets or ■ Licensed Fiords F61187a24t4 Pmduda $a.t Product MOM. Number Or Name F Approved Jbe AMdoved in.IRQ1Z Dlaoldle forStea tented 1mZ Rabom Daloa Pressure FL04SM4t4 let Pjnxhsl Phil Modd, Number a Name DualAssursnce Product Dwription Contract EwkvUm Aooroved for Use Approved for Use RtRfIZ kneed Dmbn PJaem FL#163324t4 Products"Itil324M Seat Product Modal. Number a Name GoalLAatirsBa p AlMmxd rrltee Aperoyed for Uss bm ant Jp-(1y}g; OutaMs Rntgtw Deal Pl1mgM lw Protests, Product Modal. Number Or IYme Quaft Assurance, Approved forSG! A Mal In OuWde HVHZ 13gteMM Dates P.l!!!NR 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 1213I2018 14S W4&quoh IISsal ob No Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX, 12I312018 XO, XX 961kquotx968quot No Yes No WA 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 12/31r2018 1453/41liqucty8 ilkluct: NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 42D ALUMINUM SGD OX, XO, XX 121312018 96&quotpcSO&quot NON40NFORCED No Yale No WA Florida Department of Business & Professional Regulation page 1 Oil Florida Department of Business & Professional Regulation page, of I Florida Departient of Business & Professional Regulation Pepe, Of I Florida Department of Business & Professional Regulation Pop I or I Building Codes and Standards ifill Building Codes and Standards 1162018 Building Codes and Standards 1/52018 Building Codes and Standards 1/512018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Datall FL015211111,,411¢ 210 Enft w Ia � Dr�W� � I Coda ash 4[ 21M 21M Dbe_i� 20 "53324 � EbmLor 20 29t Dab Pending Deals F1t281.R2➢ R20 EnWa or Gate Cabe Dd&JPos 2ok mm Version tYmdamial Opened Enalma,a tslems v�ml YSIIdmw bkM d FDICA-mul Agnroved it" mm vmsllm llamas Contest Eaad- A1.1- Validatedsv Yawed $W)d.ed FWAssnorml AaRmled AMR min vinten lYMdschmer Sdmtect EmMuaLk- Validaeday Yelidted StihmSrd FWAgramul AaY®(ffi stable Myna IIMb9n I coated Er kte iJicense VafldeedBy Yllitlabod Submitted FffiAppro al AgMmnd SLUM Revision 2017 Clopay Budding Products Company Mark Wessellaid Interek Tasting Services NA, Gary Plusher 1129f2017 W10/2017 121052017 Approved RwNen 2017 CloM Building Products Company Mark Wastedlad Intel Testing Services NA, Gary Pkohlor l l2B2017 QW102017 12/0502017 Approval Revision 2017 MI Windows and Doom Brent Sanger Luis Roberto Lomas Sloven e& Uridl, PE 08113=17 05f112017 08/152017 10/10=17 Approved Reveen 2017 PGT MUBW s Dean Roam MISW"Me SCCO - CER eMismEDeds BCCO- VAL 1220/2017 11212017 12252017 Approved Cobsel Exterior Doom Subcategory: Sectional Exill Door Assemblies Compllanes MaI al: CertlBeaterk or El n Meating (513) 770E092 Inc. (513) 519d565 mnwssbrMeidadopay.corn Category: xerocDoom BubCebgory: Sedbrol Exterior Dow Assambnea Compliarea MWraert tl: Caa catiam thank or Listing (B1m7703082 Ina (513)519-06B6 rtmealerlbld®tlopay.eom Category: Exterior Doone SubCalspoey: Sliding Exterior Door Assembles Compllrae teethed: Evaluation t n Report a (717) 385-3300 PE32614 (717) 31734St ceargeramiwd.eom Cabpay: Exterior Doom om Cplienm od: Condonation Mark or alcb 1 cinearkeplifflothuslose.com � Florida Reglalened Archibald or a Licensed Florida Prohmakmat Engineer FLe2al.Rta Produce Qual AWIrance Apamal for Approved for ties telafd Doom 9uaft Assuramor AOYro(ld for Use Appointed Ill Use IM2W DOW Fu18332 t4 Products Q Approved for Use Apgge flies kcal Gebm 22o i Product Modal. NL06W or Morro In KVIZ CenteldlHVHZ React teat Product Modal. Num6ar w N4mo In Ill RosktW P.CtlIYrs ME Product MOAN. Number Or Nerro Product Dncdogm genkadzukdwo2o In HVNZ oArahk HUM Resistant FJlLYR 37 037 W&09 Pl Ill; 84A, 94. 73, 75,1500,190, 78, 76V, 4RST, 4RSF, ORST, 8RSF, 2RST, 48, 42, 65, 48B, 428, 55S, Goss, GDSSV, ORBS, ORSSV, AR65, ARBSV, EDSS, EDSSV Seal Pan (mid. 25 go.) Single -Car (up to OV wide) 0&21/2028 WINDCODE&i174; WS Games Door No Yes No +30 Pal Pall 63 053 W/5.16 PAN-2F163: 64A, 94, 73, 76,1 SM. 190. 4RST, 4RSF, ORST, ORSF, 48, 42, 55, 48B, 42B, 55S, Goss, GDSSV, OR68, GRBSV, All AR66V, EDSB, EDSSV Steel Pm (min. 25 ga.) Doublel (92'to I&V 05212028 wide) WINDCODE90174; Will Garl Door No Yes No •30 PSFl PSF 12LI 5 Product Maid. Retail or Name SERIES 420 ALUMINUM SOD REINFORCED (IntAuonowal Prodact passed Centered Exaktdm no SERIES 420 ALUMINUM SOD REINFORCED XXX 121312018 1431lqud;x988qud; for Use kow )S�r1 ,(z OUW" Lim gyp( No Yes No Donlan Pressure WA 10 SGD-6570 (Logo MNsie Impact) Vinyl Sliding Glass Door 04/142021 Yes Yes Yes WA O Florida Department of Business & Professional Regulation Page 1 of 2 Florida De artment of Business & Professional Regulation p e9 page a 1 Building Codes and Standards 12112J2018 Florida OepeMrent Of Business &Professional Regulation Pore+ a 1 Florida Department of Business & Professional Regulation Fag., a 1 Building Codes and Standards Int la Product Approval Application Detail Building Codes and Standards Val Building Codes and Standards Imole Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail FLL115174R7 9"1 Entity or L I Latf. Data Pendlno Q.aiS"5111114415Ravesysnor Mypa Version Manufacturer Contact Endinesr&Llcan¢e Validated By Validated submitted FBC Aoororal Approved Shtus Scbr .l)ffaa Tian Review 2017 blessafteatumar CURRIES Division dMDl Inc Endw ff EpalmoLA Lo@mea Veldaed By Dedle Dave UL LLC Ted Beman, PE Data 20 VaFggted Sub 11/30;2017 102M017 Date Pondim Cab! FBC Astaroonall Aaarmrsd 12/0512017 ttelle Approval Revision 2017 MI Wind- and Doors Category: Wndows subcategory: Single Hung Brent Still American Architectural Steven M. War, PE (717) 3MS300 Manufacturers Association (717) 317-8454 bsitingeraramd.corn 1229/2017 12/132017 01/082018 Approved 996 BM vital Reision 2017 Manufactiffor Clopoy Budding Produce Company EnM Or Contact Enceaer &Lloamss Vandal By mark W esterNald meMk Testing Ssrvkfes NA, Gary PkehW go Gate Deft Parallel Gate Validated SLOMWd FBCADDreYY Approved 1lil mlo2017 121062017 Able Approved GM mm Version Revision 2017 Manufw tmr Cepry Building Products Company ErMN Carried En,k~A wn" IIalldabbd By Mane Nester8skl Imaek Tea" Services NA, Gary Pkrher 20 Der Data PKxKm 10 IlbMeted Submitted Ill Ajamoval Agm4sd 11206 017 0&102017 f2/052017 Ewa Approved � - Cologal Exterior Doom (841)494-2844 (305) 86"707 Compliance Method: Certification Mark or Listing Cabpory: Exterior poo a (613) 77"M IM (513) 5103588 Ceepory: Exerbr Doom (513) 7704M Inc. (513) 51985M - Subcategory: ExWWDoor Components Comppance Ystlred: Grtlflcellon Mark or LWap dave.dedic�abey.w m F4artT499-R2 Proetuots WrbCiepory: Sectional Exterior Door Assemblies Committal Model Certification Mark or LWkg nwesterBeWilitdopay.com Sub0stgM: Sectbmi Exterior Door Assemblies Caompneww Method: C.Ok w Mark or Liseg mweser8ddadoM.com FLe11es7.R7 Prodreee Sea; Product Model. Number or Neme QuallivAa urence Product Description Commet Exdlretlon Date Approved for Use Approved for Use In Nu♦ij Outsltle t,VlaZ Impact Resistant L7.fl9n Pressure FLi"617NU Products FLIM#27#aB Products teat QUW W Aasunnes Compact Expiration Daft Approved for Use Approved Will for Use wmma -Ill Baud posion Prsa1lrs HeatProduct Model Number car Name @ do&m ak Asoraved for -List ABA lml3 In HV Z Detail H HZ Resistant Dnhsn Pnaurs gat aLOMAMMON SrgmuME Aooroved ter Usa a In.HV Z oubme NVHZ Raletant PJaaan 2 185 SH 52x84 FIn,Flange Frame IG/SG Single Hung 10/092018 No Yes No +601--60 1 607, 707, 727, 747. and 847 Slob end Palm of boom Flush, Glazed, and Louvered singe end Pala of 12131=5 hodow maid doors. Yes Yes Yea WA 65 0185 Wall PAN-2F153. 73, 76, 84A, 94, 42, 48. 42B, 4811, 4RST, (i Coll GRl ARSS, EDSS Steel Pan (ten. 25 go.) Singte-Car (up to all wide) OSPJ12028 WNDCODE&f174; Will Garage Door No Yes No +38 PSF/-42 PSF 102 102 WS-16 PAN-21l'i,53: 73, 75, &IA, 94, 42, 48, 428, 48S, 4RST, ORST, Goss, Gil ARSS, EDSS Steel Pan (mid. 25 ga.) Doubel (97 to IV2* 05/212028 wade) WBNDOOOE&Jli Wit Garage Door No Yes No +37 Pl PSF O on a Department of Business & Professorialego a on Paga 1 of 1 (D Florida Deperhnent of Business &Professional Regulation Building Codes and Standards pollFlorida 1=18 Of Business & Professional Regulation Departmenta Building Codes and Standards papI err, 1=18 Florida Department Of Business &Professional Regulation Building Codes and Standards ppe I w, IMM18 Building Codes and Standards Product Approval Application Detail 12r12ip1a a) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail :11:!:! i ii(D Code arar Version Manufacturer Entity or Contact Ensl ear&License validated By Lett Lao Ott rendins Eat! validated Submitted FBCAbpleval AgargScd $tausICU 11.6151t,1111412 asaoaee.r, Gg!!! mm! Vamlon J EMrI.e[ canwd Ethanol A -License V Ildd d By 21ft Dent, vaimm9d SlbMl.d Dab Remains 20 IMICAssionowalA it" Cella LM yyMlgp MiOuftetIRi en fOLat Contact En,k l Valhed M 20 Der yGIy&bd $ FOC AmrovvJ go Approwed lb" Cade Male ygybpp Mougacbm Raw Or 2909 Enaarssr& Lis ma VNidatsd By Data Do Deb Position Dow VaIMaaM Submitted FBC Apgoval Asuargened Am& R%VIsoh 2017 W WWndows and Doors Category. Wndows Brand Sillinger American Architectural eleven M. Urich, PE (717) 366-33W Manufacturers Association C717) 317-8451 01212018 01/032018 01222018 Approved Review 2017 MO Windows and Doom Category:Windows SubCaegal Fixed ComplWru MMill GNAcatlon Mark or Listing Brent Sanger American ArchlOoUurel Sewn M. Urkh, PE (717)3653300 ManutWumm Aeeuclatlon (717)317-8454 bsNngeramtwdwm 121312017 121312017 01/04/2018 Approval Rav eon 2017 PGT industrial Category: Windows SubcateryFled Compikn MO d: CeditWw Mark or LNtlng Dean Roark Warm4Dedo GOOD - CER Mlsml-Dore BCCO- VAL (941)486-MOD (766)31fil timedapgthdustrles.com 12202D17 1210812017 1225=17 Approved RevWat 2017 POT Industries Coastal Windows 8tmcatap0ly: SW9la Hug ConplWmse Method: Cerldication Mark or UstilgFIL#24341= Dean Roark Miami -Dads BCCO -CER MIam4Dede SCCO - VAL (941)488-010g (786)315-2590 dNarkaptlntlembecom 12202017 12/06/2017 12252017 Approved subcategory: Horizontal Sllder Compliance MethodGrificdlon Mark or Usting bsitlinger@mkW.com Produces Products PLA31�.Rn Produces Seoi Prod d.Modsl. Number or Name QuentvA urence product Oescriotlon ConMctE i tlon Date ppDrIn HVHrUse Aooroved Pon Use Impact In ad for Outside Nr14VHZUi Resistant Deal,, PreceuroFL#15349mM Seat CoalAppnayagrLJ)sa Product Description Condoms Delta AoorovalMUss InHVZ oubme temp Hill Rar4nt 1?!!� PJsuars AW Product MOM. Number orNa Product Description Coconuts ExcimtlonDelta .Da AP➢CbCdlorthe M.Iam G» i" Rartent ! P- Awl Product MOM, ML O,,Me- PmMRt Approved for lea OW InHl 4maideHVHZ Raft !� Pressure 1 HS188FlnantiFlangeFrame 73x62insulatedGlass 02/1W019 No Yes No +551-56 CIO 1 195 PW 73 x 72Insulated Glass 04/il8 No Yes No -M-60 9 PWS520 (Large Mtsees egad) Vinyl Farad Window 04/902020 Yes Yes Yes WA 7 SH-6501) (Large MWds Impact) Vinyl Single, Hung Window 07/3012= Yea Yes Yea WA O L U °- U) Florida Department of Business & Professional Regulation page 1 Of 1 Florida Department of Business & Professional Regulation peas, err, Florida Department of Business & Professional Regulation pope I d I Florida Department of Business & Professional Regulation pap. I Of I M Building Codes and Standards Iisale Building Codes and Standards 1/5016 Building Codes and Standards 115=16 Building Codes and Standards Val � W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ga7d04t$ a seaea__ .4%3 FI MI-Rii Pisa _924111e. W Small Dbe Der Dore Pascal D� rime En1Mwar Date 299 Iate GaR Coda r11l1R g[ glee Daft 2MLbOMS 20 Sale EntSya[ DSOs (ate 2OLbOa Gate mm varlgs RevWan 2D17 i Thermal Corporation Cebpory: Exterior Doom Contact Ened-aLBana v.lid.rdter Rick Wright Lyndon F. Schmk4 P.E. Ryan J. King, P.E. (419) 296.1740 PF 43409 (813) 767-0555 valid lubn d 10/18=17 10/162017 tBCAogsval Aaoren,d 10222017 12r122017 Stable Approved UK version Ream- 2017 It11Dubcb r MI W Windows and Doors l Correct EDglwxtlframayalidtedIW Brent Sanpsr Luis R Lamas, PE Sievers M. Ulrich, PE (717) 3853300 PE$2514 (717) 9173454 valldard Submitted FSCAoarsyY 10232017 10n62017 10128Q017 Aggsmd 121IZ2017 $te4le .Approved LM Version Revision 2017 moudoftm POT Industries Casseled@saWindowsuls Corded Enuko &Lit D Volitional 0, Dean Roark Mlami-Dale BCCO - CER MW-Dade BCOO - VAL 488-0100 p88) 313.2590 VjWWaNd tohmmd PICAmor-al AggrmRd 12/062017 11/15=17 12MWM17 AMR Approved Iva! Verbon Revision 2017 Moradlectunal James HandleBuilding Products, Irla Cabpory: Panel Wan Contact fgainalCttllconso yalkwwey PMOW.V Zhu RonaldI.Ogawa John Southard, P.E. (909) 349.2927 PE-24121 (352) 387-2526 VIkbdd Amkmwd Mal Amag!Ml Aommed 0&2&2017 011iffi 7 08128 017 10/102017 atb- Approved Q BubCalsel SwinOhg Edger Dpor As blew rkkwanwbldgcenssaants. ! Mull uhCategory: Mullane Spe ies beangeramiwd.can 8ubCabpary: Muscle dNarkapgtlntluetriss.mrri druse 1eubCatepary: SidMg pinpahengshuaWroeha Oomplance -' I : Evskieaon Reportfrom a Florida Registered Archbold or a Ucensed Florida corn Compliance Meanod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Comderree Medled: Gr58cation Mack or Luting Compliance a amod: Eveluaten Report from a Florida Released Architect or a Licensed Florida de.cem z Professional Engineer Proessional Engineer FLN=4t11 Products Professional Engineer Q DrE76404U Pmdl is FL"13534t3 Products a" Product Model. Number or Name Ouellly Aewrence Aooroved for ties Approved Mlles Ireoect 1nIty oudeldle Restated Wskae Pressure FLSt31e2.Re Peptleree �g(LR Pro" Mo. Number or Norm MOM. Quality Am� Product DaoodMbn xml contract Eraew Data AshisrowastforMas Aooroved In Wil Ouetde M Lies hoped NVNZ Ramt1EI pAtkm L^�DIEt dffit Coastal Aesuranea Approved for Use Aooroved M Use Z In HVO Mklo HVM Imaact BlarRnt D@WM pi m 1 Mu6ens MAD Doom and Windows Aluminum Mul9ons 05282021 Yes Yes Yes WAAporowatillorUsee All x Product Mont. Numbs oruro Atharal for helped In Damon rs IZ 1 a. &quotFborClssse&quob, 111,quokSmooth8e4quol 6MO;8 8quoklmpeacz&quot Glazed Fiberglass 12/31=1 No Yes Yes WA 2 5764 vertical Aluminum Mullion 12131/2018 No Yes Yes WA 1 Cemplantc Lap Siding fiberzamrd lap siding 12131=0 Yes Yes WA WA &quotCleaaiocral&quok Or &"OI;ClaekCmdk Singe Dow - (t) Inswing a Outewing Configuration Rcetlo6quot Smooth Detail SHEET N0, PA 1.1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag* 1 of I 1=15 FL#137924%5 RM ErAW 2111111 ota DOW Pending 291 I2a Va1alm mmdfaalia CohhLm EmImM#ikame Val Yaldmml Or&mad IBC AD -Val Aota[mm1 Dttlrm Revision 2017 James Mardis Building Products, Inc. pingsiang Zhu Ronald I. Colws John Southard, P.E. 0826=7 08MO17 08282017 10110=17 Approved category: Panel Wells (909) 349.2927 PE-24121 (352) X7.2526 Subcategory: Skiing Pkrgsheng.zhu@jion"her Compliance ill - , : Evaluation Report from a dke.00m Florida RegbOared ArWtod or a Licensed Fbrlds Professional Engineer F1.8131924 11 Products CWmLAaYmlm A-caradis, SW AW®Ddfor use lmaam D,,I n Sao! Product Model P11EhEdRaffidaHon contract LKWAM gets inmm2 outside HVHZ Resistant Prow- 2 HadisPlank Lap edbg lroer-anrsm lap siding 12/312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Pape / a f Building Codes and Standards 115=18 Product Approval Application Detail FLAM3122$4 290 E"ft or ors ota VON Pending Rot 1>UIS Version DlisaM FIDAmrmri Approved Abdis Revision 2017 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Climate John Southard, P.E. 08252017 06092017 01121U2017 1011=17 Approval Category: Panel Wall. (909) 349-2927 PE-24121 (352) 387-2626 Subcategory: Sldkg pingaherfgshutillomNehar 0-pillonce Method: Evalua0al Report from a dW.can Florida Registered Archited or a Licensed Florida Professional Engineer Quaft Assurance Aoorovedfor this Approved .for Use Imam onion 120 Product all Number or Now Product Description Contract Exaltation sob. In outside Resistant Pnossum 2 HadisPbnk Lap SkBng fiber-wrfsM lap aiding 12012020 Yes Yee WA WA F1t1231141111 Zhrse Version malludkom Revision 2017 TAMKO Building Products, Inc. Category: ROOMg Subcategory: UndedaymsrN compliance Method: Eveluedah Raw from a Florida Registered Architect or a Liamed Florida Probesbnal Engineer Funnz0$2 Prodamta Dffi4 Product Maid. Number or Nun 8 No. 15 UL Florida Department of Business & Professional Regulation pap I of I Building Codes and Standards 115=18 Product Approval Application Detail 19,E1139343 990 11121 version ROVWM 2017 MI Windows and Doom Category: Whitlows SubCatagary: MWkane Complhince Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLa16363.R3 Prpduats ant Product Maw. Number or Name 2 5764 FLIM527242 &20 Imo Varsdon RevWon 2017 Abide Cidepay: Parris Wags Subcategory: SoIM Compliance Method: Evaluation Report from a Florida Registered ArchBed or a Lkensal Florida Professional Engineer BA ProduM Modal. Number or Now 1 a. 8qua;2Taquet Boat Florida Department of Business & Professional Regulation Pop I of Building Codes and Standards 11=18 Product Approval Application Detail lioSutJit 20 Rua Dide Pandinis 21K c Emta!![lkl IMm t Validated ®t Validated Submitted FBQ Agxm(al Aoolamd Stlata Brent SlBlrper Luis R Lomas, PE Steven M. Urbh, PE 10232017 1082017 10282017 12/12/2017 Approved (717) 36543DO PE-62514 (7M 317.8454 bsfainger@rnhvd.00m gy,,ft A--- A-,d for Ilse Ate fgc4u IM= 29tan PtadudDescription contract Exaltation Dots ta.HVIQ outside, NVHZfJ!!a= Passing, Vertical Aluminum Mullion 12/312018 No Yes Yee WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of I 1/54ND18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Filial." 1152oIs FLSM14N1 RRI a ErsftLat R a Rol Di tf Pllmlm gal FU131944t6 Code 1.mlaLat go Do paw pamBm goal Zygg Vggtag mtag(mggmm contact EM &lJosmas Validated By vamam Submitted FBC Approval Approired §JB((g mm vershon menufloctwer contact Enakrrra LkValkided By Validated subm fB Approval Aparovoll AV" Revision 2017 POT Industries Dean Ruam MIsmWede BCCO -CER Mhm43sda BCCO - VAL 12f0512017 11/15/2017 1210 M17 Approved Revision 2017 James Hardie Building Products, Inc. Pingehang Zhu Ronald I, Carries John SouBrerd, P.E. 082SWI7 OBOOM17 06282017 10110i2017 Approved Cab9ory: Wlalows (941) 486-0100 (786) 31&2590 cebgpy: Panel Walt (909) 349-2927 PE-24121 (352) 367-2526 Subcategory: MuBana dmmk®pgbndusbloa.com BUBCategory: Sldkg pingmmvg huatl Wow Compliance Method: Certification Mark or LWWg CompWce Maarod: Evaluation Report from dle.corn Florida Registered Architect or a Licensed Florida F1/2414i11 Preduab Prolessbnal Engineer 110.9 Product Made. Number NarttsProduct 94aMaLAfmlrame Aooroved for this Aoorovad for Use, Prod�ImQ�dW W In HVHZ Z Impact onion2 litrslatsn! p� FL61Nl2Jt6Producb 1 Mullions for All Doom and Windows Aluminum Mullions 65282021 Yea Yea Yea WA giadWAUklailli! Aoorayd for Uss, Assom Slab Product Model. Number or Name Product Dissortodoin conuw Explination Does In outside Resistant Pressure, 1 CompWak Lap Sitting Infer-cenrM lap siding I21d1r= Yec Yes WA WA Page tar 1 11 115=13 ri L,g Rik M Date Perat rw 21M 5s6D9t EtlotaaxALicense Validated By YlM1aWl Submitted FOCAssamxal ABosgnd AMR Nldk Thompson Lyndon F. 8chmk8, P.E. Ryan J. King, P.E. l0AW=17 10/0312017 181112017 121122017 Approved (330) 922-2389 PE-43409 (813) 767-OM ntwmpsonQaislde.com Guests, Aooroved for usa Approved for tmBlal oalgn Product Desedotion Contract Eaolralbn Dab M gym OrNMe HVFQ Resistant Dupe Vent or Said Vinyl SoSlt 12/31/2020 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fltt€F1F.411i EDdlass 20 20 Dols Poncina 20 .99ft Endly or contact Lmtaea[D Ldrame Validated By Validated Submitted dal AID WE -Mtn Monism malmtac4lca fisalfm Etmbw & IJparrs Validated By Kam Edon Zachary R. Priest Loden Bowden 161V 417 10/05/2017 10120I2017 12/12/2017 Approved Review 2017 L.V. Thompson, Ind. dba Thompson Architecture! Tony Christman Zachary R. Priest Locke Bowden (41M 62446" PE-74021 (334) 3004800 Metals Company (TAMCO) (813) 24834% PE-74021 (334) 300-1B00 keni_edon®tsmko.kxm Cabpouy: Roofing t4nY�Vamsbaoo8ng.axn SubCNpay: Roofing Atxa isales that am an Integral Part of the Roofing System Compliance Modred: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pro4eselonal Enphaer Product Does ht)On Asphalt saturated organic felt QWW Aas- AnarvasnalligrUse Acci fo this k0RW onion Ca6tael Emintlon alb te� outside NVNZ Resistant pie 01ro712019 Yes Yes N/A Wq 990 AW Product Midna a. Number Noma PD1dIMi.2oo4datIW 2gmam.� i TAMCO Flat Top OIFRIdge Vent with Sot for Too 28 ga. VAW roof ventilator with better OV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail "411144t2 920 EeSULOL Le Version jiligiaguz Contact Emt>aec3lrtama Validated ay Review 2011 L.V. Thompson, Inc. dba Thompson Architectural Tony Christman Zachary R. Priest Locke Bowden Metals Company (TAMCO) (813) 248.3456 PE-74021 (334) 300-IBDO Casgory: Roofing mrry®gomstakaoang.am SubCatopay: Roofing Accessories that am an Integral Pad dfam RooMg System Compliance Mod : Evaluation Report from a Florida Registered Architect or a Licensed Florida Protesslonal Engineer 2dk Rota DWA Pending 21K Validated DW IM IB.GAoarsTal Aoara2d Stator 10/102017 101102017 10117rM7 12/122017 Approved Quality Aftwooll Apswowed.ffi Use ADNVM for use umam 2olon Awl 0.6.1doxytiz BWafam Premium 4 TAMCO Round Top OSAlkga Vent with Battle for Too 26 go. static rod ventilater with bold O9=2026 Vas Yes WA WA Ate! I= Vsmkm VAM&Chlrs6 Review 2017 Florida Meta( Products Inc. Gbgmy: Roofing Suitcase": Roo" Accessories the am an ddagra! Part ofthe Roofing System Compliance Method: Evaluation Report from ■ Florida Registered Architect or a Licensed Florida Professional Engineer FLA21580a1 Products MR Product Model. Number a Name 3 3 - FLAMCO &quatRV 10 Ridge vent&quok FUJIttrIJU Code LM VMmon Marildsom Revision 2017 Abide Category: Panel Web SubCales": Saab Compliance Method: Evaluation Report Sore a Florida Registered Architect or a Licensed Florida Probeslonal Engineer Don,4 Product Muhl. Xw*K or Miami 2 b.&quotA6bna T4&quot. WIN Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P�4ul.at to Rio DmPo nsi gym Contact EnoimmlmAeme VaIWmdE1t Staltaatd AWmltl FSCAoarsval AWhs[d Aum& Nick Thompson Lyndon F. Schmidt P.E. Ryan J. Khg, P.E. 10MA 2017 1N032017 101112017 1ZI12MG17 Approved (330) 922-2389 PE-43409 (813) 767-0555 Mhanpwn@alalde.am 91lMdNuraDge Apisrovoll,for Lim Act sd for Use Wand 2aalon Product Description Contact EmlmB*n Due I"JIfI$ outside HVHZ Resistant PrgMga Vent or Sold Vinyl Sofa 12/312020 No Yes No WA pap* t a t Florida Department of Business & Professional Regulation 115018 Building Codes and Standards Product Approval Application Detail FL#IM04t2 21k 28t DM pending 21M gads Enft or Validated Su0mitted FSSrAWrsfcel ADDrove0 iw m LM Version mala(decal[x Osou9t Embosser 4 License Validated By 10/102017 1011W017 10/172017 12/12/2017 Approved RevWon 2017 L.V. Thompson, Inc. dba Thompson Architsduml Tony Christman Zachary R. Priest Locke Bowden Metals Company (TAMCO) (813) 24&3456 PE-74021 (334) 300-IWO Category: Roofing tony®pornefakooNhg.com Subcategory: Roofing Accessabs that am an Integral PM of the Roofing System Compliance MCBcd: Evaluation Report from a Florida Registered Architect or a Licensed Florida Probesbrbl Engineer P.gslal II 1/&2018 go 20 2me.P.toltm ors II Validated Subtalthed FOGAmrovat A9arsVd Dta9m 10/102017 10/102017 101172D77 121122017 Approved A -aid for this Imaam 2ulon Qwu� Assurance Approved for Use Aonroved for IMRIO DOW he HVHZ outside HVHZ snow P-, 1ita.i Erodu rtRmodotlaa Conked Eitchriskm Doss 1,HKIR outside 9H7Realstand Fmmga Yes Yea WA WA 2 TAMCO Gooseneck Vent 26 go. o8/OB/2028 No Yee WA-01.62.5 FL#1912!$24 Coos am VsmI Monjulachomer Revision 2017 GAR Category: Roo" SubC.WVM: Asphalt Shingles Compliance Method: Evaiwtlal Report from a Florida Registered Architect or a Licensed Florida Pmiss.b.W Engineer Seat Product Maid. Number or Nmra 1 GAF Asphalt Roof Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1a1 11 1/52018 EOSaLai DOW Data Deb Pe"m ggta t Lmhu[.A.Lk- 1taBtlMedBw Validated submitted F& ADDraved Dallas Michael s5sh Robert NWYkan John W. Wrezevkh, PE OQVMD17 0821=17 094782017 12/122D17 Approved (860) 708.3411 PE-69166 (e54) 772-0224 motbh®ga com Ouaute Ateurms Approved for Un ABorsved ON Use lased onion Product Description Cuauact Expirabn Dabs In W-M outdo ! Pressure Fiberglass reinforced 36bb, laminated, 64ab and 10202018 No Yes WA WA Wridge aphah shingles Florida Department of Business & Professional Regulation P.pe 1 or I Building Codes and Standards I/Swis Product Approval Application Detail FL816918.as 92112 ntler or Oft 20 Deb PWANM 20 r mm Visitors ym EnE - --- ; Validated By gym- Validated Sulam FEC Austrovel Anomovd 3t" Revision 2017 L.V. Thompson, Inc. dba Thompson ArdVtsqutal Tarry Chrbbnin Zachary R. P," Locke Bowden 10/102017 10/1012017 10/172017 12112/2017 Approved Melds Company (TAMCO) (813) 248-3456 PE-74021 (334) 300-1800 Catepay: Roofing torry�gomaWroofing.uxrrh SubCals y:R-11% Accessories that am an Integral Pon of the Roofing System Compliance MMhod: Evakwtion Report from a Florida RogkwW Architect or a Licensed Florida Professional Engineer It OualtivAeeurm, Asoaredfor Use Aoarovedfarthi. 1rsaKf onion ANA PmtlimtDtlatlpga SrntlMmR.as 1,KVHZ Oulaid,HVHZ BeaWmt I"Wpr• 3 TAMCO 0&R1d Rod Vent wfth Berne 28 ga. static roof veraWtor with Integrated bass 09p92026 Yes Yes WA WA Florida Department of Business & Professional Regulation Page t or t Building Codes and Standards V72019 Florida Department of Business & Professional Regulation papa I a I Florida Department Of Business & Professional Regulation Pepe 1 of 1 Building Codes and Standards 1150m1s Product Approval Application Detail Building Codes and Standards IMM1e Product Approval Application Detail Product Approval Application Detail Code Emitter Date Date Data P.ndirc Date TVL Version Manufacturer Cont= Enalneer&License Validated By Validated submitted FBC Approval Approved status l3i1,4494til &A1IW- 20 Dab Deb paten l� Revision 2017 Lomanco, inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 04/092018 12/18/2017 04/15201B O6/12/201B Approved code Enft or lis$ DM Data Panne 20 contact EmirmorA License Validated IN Valldmd DWmittd I=A-,I Amamrsd AMR Category: Roofing (501)982-6511 PE-31242 (717)317-8454 M121 Version MaolaLonlrsi SAWFt Brinkman Llrsnn Validated By Validated SWmISd PWioomul A-rond Am& Clad Jonas James L Bucker, P,E.at Michael John Rieman, 10/252017 100612017 127/2017 12/122017 Approved SubCategory: Roofing Accesscries that ere an evader@lomanco.com ResWon 2017 Sorel Roofing/ Monkdjb* Thom" Jw miW IAPMD Uniform Evaluation GaryW; Waiter 10MI2017 10/062017 1O2121117 Approved (904) 78384DO CBUCK Engmeedrg P.E. Integral Part of the Roofing System Category: Roofing (602) 289.2268 Services LLC. (205) 854-0I60 darkildfl .con PE-31242 (561) 414-7557 Compliance Method: Evaluation Report from a SubCa ogki Roofing Tiles thomas.iuraneaillibi-Loo Florid. Registered Architect ore Licensed Florida Compllnce Methed: Evahution Reportfrur a an Professional Engineer Product Evoauallon EM6y, FL17849.R11Isai l Quality Assurance Approved for Us. Aoorovod for Use Imoact� Desire buM 21ft Sao k Product Model. Number or Name Product DescfttcEj Contract Exdratton Date In HVHZ Outside MIHZ Resistant Pressure EgP Prodad ModoL Number air Nam Dow In,W412 oulakilds PON,-" Quadhy A-- Approved.jor Use AWOVApr Law haw Ramon 1 Deck-Alr^ DA-4 Low Profiler Polypropylene Plastic, Roof Vent 07/102021 No Yes No +97.5/-97.5 27 VON 900 Motion Prollb-Denver 10/04/2018 No Yes WA WA Product Description contract Exalmdnimbe isim 7 outside HVHZ Resistant PfmuM Machanlcaly Attached to Plywood Deck, Aluminum Ridge Vans ter pitched room fabricated 12131=20 No Yes No WA trorn 0,026" Alumhumr Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps t a f I/srmle Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.po i d t 115rm18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I Of i 5 zole Florida Department of Business & Professional Regulation pope I of I Building Codes and Standards "is Product Approval Application Detail P1.176494t11 Soda Dotin g 2da Rue Deb P dtao gate F1111494"1 Code Enft Ratio 29ta owes, pending 21M F1.176494til Code Emiar W 20 no Code PNNNM gala 13 1t lode Enft W gars goal paw POKIM ota 111211. Version momifetim Cievild anwu ILLkayalidoteday Validated Rid FBCAWrsym Amassed 1taaM LM Vmtaa Manufacturer contact EmmsaaLla ValidatedWd Validated Submitted Sul Aoorsnd Dtaam 111ee V9lalan hisnufachu Emamr3LWoa! Validated By VIAdWd SLhonftad FBCAaorlxm Approved DtatM IYe! Version Manutaffi!rs[ contain Eradirseer & License Validated By Validated sWIDMtad P94.AWimrY Approved Status Revision 2017 Boral Roofing f MmWdJbft Thomas Jammal IA MO Uniform Evaluation Gay W. Maker 10118=17 10AW017 10212017 Approved Revision 2017 Bond Roofing / MofderL6eeb Thomas Js 0 lAPMO Uniform Evaluation Gary W. Walker 10/182017 10108/2017 10212017 Approved Revision 2017 Sorel Ro08ng / Monb6JMre Thomas Jemmed IAPMO Uniform Evaluation Gary W. Walker 10118=17 100=017 10212017 Approved Revision 2017 Bond Roofing / MonW U(otb Thomas Jemmet IAPM0 Uniform Evaluation Gary W. Walker 10118=17 10/06MI7 102V2017 Approved Category: Roofing (602) 2W-2286 Services I.I.C. (205) 854-0160 Category: Roofing (602) 2594288 Sorvias LLC. (205) 854-0160 Ca b6ay: Roofing(602) 289-2288 Services LLC. (206) 654-0180 C Roofing (802) 28p-2288 Sarvlae I.I.C. (295) 884.0180 Subcategory: Roofing Toss grorw.)emms8�boral.a a uM:alopory: Roofing TIWs tlromeslemmetatbpnd.a BubCWpory: Raokg Tree Roofing tlama6NnvnMt@boal.aCategory: BubCabgory: Roofing TIWe tMmas.Nmmetabond.a Compliance Method: Evaluation Report from a in Compliance abNotl: Evaka0on Report from • in Compliance MSMotl: Ewkalion Report Gam a in Compliance Methed: Evaklatiah Report from a in Product Evaluation Entky Product Evaluation Entity Product Evaluation Entity Product Evaluation EM6y F1.1784d11PJdWa coaster Assurance 1ld�.YH ImWm Ration e1J178494t7f Products 2WItLAotEtora AoarsxdffiStat A 1mNfd Melon F667uomf7 Products 91M1hcANYfars)S Approved .for ties Aaarovalfor ties lmWm Doolon FLe7849R11 ProductsAa4L4 Approved ear Almroyalroru.. lmalm Raman Dlat PmductMerW.NumMraNarn product Description Confined .EailOdionDeb InNVHZ outside HVHZ IILIltam Pressure E!o! Pisa�tst. In outside HVHZ HtaLlam Ismissum t&a! Product Meal. dNuniborwm oe Product DobcfhAlon contract Exchroldiii Cosa 10.HVHZ 0,1" HYM Jars P- AN"PmdraMeda.NrmaarwNwr P In.HVIR outsidemOQ1Z Rdtd PremiumsPremiums28 Vas 900 Medium Pro61e - Lake Want, FL 1004/2018 No Yes WA WA i8 Saxony SW t Profile- FUND, CA 1604/2018 No Yes Flat WA WA 17 Saxony 900- Country Slide, Hartiod Said, Shake, SWte, Flat Profile -Stotltlon, CA 101042018 No Yes WA N/A 1s Saxony 900- Country Slate, Shake Unp; Sat& Flat ProMe - Honda-, NV 1604,2018 No Yes WA WA Splh Old English Thatch Florida Department of Business & Professional Regulation Pape, sir, Building Codes and Standards Irmle Product Approval Application Detail FLA84&R11 !ad! Entity Beta ota oat wnrin ors FLAZINIAll 290 lhrsa Version malaLt6cWas cussed Emimc:linm Voodooist 1W Vlikltld DubmWMI EW- W jd AWrmrd AM & nrss Version Marourfactinar Revision 2017 Boral Roofing I MbNed-deMs Thoma jwmwt I~ Uniform Evaluation Gary W. Waaxr 10118=17 1O/08=17 1O21/2017 Approved Revision 2017 Boral RooMg I MonWd.taMe Category: Rooag (602) 289-2288 Servbes LLC. (205) 854-0180 Roofing Bobcat.": Roofing T sss Bhomaalermw8®bond.a SG0*gory: bCabpary: Roofing mWs Compliance Maticd: Evaluation Report from o in Compliance Method: Evaluation Report from Product Evaluaton Entity Product Evaluation Emily FUR QuailAuuoorci Approved for Use AWE bum Qffim F117649421I Product, Sea 4 Product Mom, Number M Name Product Detailmlon Iftwon Oulailike HVIR PAS Pressure, D9&¢ Product Model. Number or Nam 19 Saxony 900 -Country Slats, Shake, Stale camp; Spill shake FWt Profits - L*k. Wsbs, FL 1 M04nol a No Yea WA WA 20 Saxony 900 - Shake &amp: Slide Samoa Crited, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9*lal 11=18 FL#lffFZkB4 EWaL2 211e 20 sob Penciller 21k Sda Corded Ems Validated By Vypftd Duaml.W 1BCAppici AWrsxd Itiatm mm Varsl9a lYDufamunt Thomas Jermat IAPMO Uniform Evaluation Gary W. Waker 10/182017 10/08/2017 101212017 Approved Review 2017 Global Protection Produces, I.I.C. (B02) 289-2288 Services I.I.C. (206) 854-0160 Category: Shulbm thom a join es@boral.ce Subcategory: Storm Paned an CanplWnse Methed: EvolnBort Report from a Florida Reglotened Architect or a Licensed Florida Professional Enghaer gWmLAUMMM AWE Age levied onion Product g In him Outside NVHZ H4atarsm Prstonrs Fat Profiko - Lamrop, CA 101042018 No Yes N/A WA Sea i Product Modol. Number or Name 1 20 Gape Galvanized Steel Storm Paresh }Z Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pope l al 1152018 FL81687&R6 P, or 20 Dow ore Pmcin 20 oods ol>� Lmhea[llkants Valktebod By VmWmd Submitted FOC ADrvd Apt AWN Ina Version malsidegtau Tim Robinson Walter A. TIM Jr„ P.E. John W. Knezevkh, PE O9I082017 O8/31IM17 09/112017 12/122017 Approved RavWon 2017 Global Protection Products, LLC. MU) 889-7345 PE44167 (934) 7728724 Category: shulbm tim.robinsonagppentcom Suberry: Storm Paints Compliance Method; Evaluation Report from a Florida Registered Architect of a Ucensed Florida Probssional Engineer 4ue4uLAsY[ar" ADDroved for Use Apoircifor Use Imaem onion Product Descdodon contract Exciragm Dab In outside HVHZ gmbtw Pressure Awl ProdrotMalN.Nu boralisms Corrugated G.Ha doxid Steel Slam Panels retained 121312019 Yes Yes Yes WA 2 24 Gage Galvanized Steel Storm PanebM MIZ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pags i a+ 1/82018 Erlb W 20 ors Data 20 contact End Validatedair Validated Submitted FffiAoommrm Aommrsd AWK Thin Robinson Waller A. TIN: Jr., P.E. John W. Knexavkh, PE OD/082017 081312017 09/112017 12/122017 Approved (954) 889.7545 PE-44167 (954) 772-W4 tim.robinao kagppentcom QuWW Assonance, APaoved for its. Aooroved for Un ImWm gggWy Product Desoriotlah cordrect Expiration Date In NYXZ outside NVt¢ IRessWt Pleasure, Corrugated Galvanized Steel Sam Panels mbhad 12/312019 No Yes Yee WA a not by tracks to provide hlamam protection. N U LCL O 0 O V! © O O W Li- O .� L O L Q (� O .� V�^^ `` J Q a z z W J U) (1) 0 CIO W 7t:f 0 }n'� W ICU s� O L CL CIO CL C U O co L V �- U cal G Z Z Q J SHEET NO. PA 1.2. ra Building Codes and Standards in2ols Florida Department of Business & Professional Regulation Papal m+ Florida Department of Business &Professional Regulation I+ep.1 d r Fords Department of Business &Professional Regulation Pege t m 7 Product Approval Application Detail Building Codes and Standards Product Approval Applicatlon Detail ,/srm,e Building Codes and Standards Product Approval Application Detail ,rrJo,s Building Codes and Standards Product Approval Applicatlon Detail lrsreola p�iggg„■ Bdttl� Code Entity r � gptg Date Pending ,gee Tvoe Version Revision 2017 Manufacturer All American Shutters and Glass Category: Shutters. Contact Enolnaer 8 License Validated By Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. (561)772.8882 PE-0046549 (954)847A880 Validated Submitted FBC Approval 0420l2018 10202017 04202018 Approved O6/122078 Status Approved 71IIa! 4>vk y1419a Id9B{I(■91f8r Entilly or Seth I:�L.�i�N YaINWd� 1L01. � �gpq Dab Pending RaC Aeoroval � A� ii!■R i,m9 Iypg ygtlgg �01 Entity at go 1� P1trPlaAl■ Y>YIl� ,$ypgj�p FlIC 1� Approved ima � � !ham miggillitagair Etdft or correct J:gp�{, Valitlalsd By )� F.91s Daft Paragon Jam! youdowd .$JIIOYW F�.A000SY91 A9QOt7C■ $S�k Subcategory; Strom Panels mikab@allemerkanshutte Revision 2017 I1W UulMklg Components Oroup Inc. Stuart Lewb lCC EvakMSon Service, LLC WN9em M. Rallied, PE OB/192017 OW07l2017 09f21l2017 Approved Revision 2017 17W BWiddrg COmDt1MMe Group Ina Swart lAwt ICC Evaluation Service, LLG WMem M. Ranieri, PE 09I19YJ017 OB/0772017 08121I2017 Approved Revision 2017 fIVY BWMinp Catponenb Group hw. Stuart Lewb ICC Evaluation Servloe, LLC WMem M. Raned, PE 09Ii9rZ017 O9r87/2017 092tI2017 Approved compliance Method: Eveluatim Reppd from rs.com Category: Structural Corrywnerrb (847) 918$Q3 (407) 881-1917 Category: Sbw4urel Comporrent (847) 978-8473 (40� 881-1917 CebtBoy: structural components (847) 978b973 (407) 881-1917 Florida Registered Architect or a Licensed Florida BubCMepory: Truss, Pbta sbwie®alpinallw.alm 8ubCabpory: Trues Ptba alewb�alpinaltw.o0m BueCalspory: Trust Plates ekwbcalpinOUw.cOm Prmass mat Engineer brie NNhal: Evaluation Report from a Compliance Madral: Evaluation Report from a Evaluation Report ban a ;.frA59aa,at�prd�a + .� r >. ..� �.» ,. , � 5 - 1. �.,.. , , • , � .,.-.., n,.. ,.� �. _ � Oudlty AssuranoeApproved for Use Amraved fior Use Impact GSs.84 Product Ewluetlon Entity Product EvatatbnEMAy FIJ1Bl9.Re Products Product Evaluation Entity N :%� V! U Q (Q O /��/� co V� O O O O W O LL .S CC O O t/j N E O i � CO Ci) Q ■ O U ■ 0 W O O V V / cal G Q Z Z Q ^� 1 - SHEET NO. PA 1.3 Florida Department of Business &Professional Regulation page 1 at CD gape Rotli+dtModel, Number orName Product Description COnhactExdmtlonDffie In HVHZ Outside HYHZ Resistant Pressure Aoawedfor Ur IID9■t lit W7a8brAuunrri Aoaovalfor llas Aooroval/'orlbo Imp 1Guano Assurence � Approved for rF, odwlMabL Number or Namon Dab Carbide e iD.tJlali Resistant PJ!l9Ncontract Elph.0cm now R 8m! Predrra MchL NumMra Noma p,�gyg � Q Resistant tAMML2dm Search Croatia ruce amneMw plate OtPot2023 Yea Yes poolon CIO Agg-Product Dosardollon a Ploduot Modal. Numbers Name Iouwft D.:�e I2eaProposes 1Wnt Ant Product Nodal Number or Name Product Description ID.t� OuWda.NYHZ RrhMnt Sou! Product Model. Number at Noma ProduetDwcdotlon Oldlitll HY112 PINW $� ProduG Model. Number or Nsara ProduatDredotlon Cadnel Expiration Dab ,(p,� Out" HVHZ Stsearch Cravats Search Cifted, rand lumber 93r312019 No Yea WA NI(D tsearch Creole, ren9d+Conaeb Lintels 4, 8, S. and 12 hxdt wkle Ymet OBr112018 Yes r(D i w! 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